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BPOL2021-0208Description: ASHER/POOL,SPA AND WATER FEATURE AT REAR YARD Type: POOL CONSTRUCTION Subtype: PRIVATE Status: FINALED Applied: 6/24/2021 ECON (WEB) Approved: 7/8/2021 JAN Parcel No: 767680047 Site Address: 53804 ROSS AVE LA QUINTA,CA 92253 Subdivision: TR 33076-1 Block: Lot: 42 Issued: 7/16/2021 AHI Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 10/27/2022 BLAK Valuation: $275,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 PHONE Details: ASHER / POOL,SPA AND WATER FEATURE AT REAR AND FRONT YARD. TWO DROWNING SAFETY FEATURES AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. PLEASE PROVIDE WET STAMPED POOL ENGINEERING SHEET ON SITE FOR INSPECTION FIELD VERIFY. NEW EQUIPMENT MUST BE LOCATED IN AN APPROVED LOCATION EITHER WITHIN THE REAR YARD SETBACK OR 5' MINIMUM FROM THE SIDE P/L--FIELD VERIFY. 2019 CALIFORNIA BUILDING CODE. REVISION 1 - POOL LAYOUT CHANGE 4nnITInN4 468 14 Applied to Approved Approved to Issued Issued to Finaled CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL JULIO ANAYA 11/18/2021 11/18/2021 informed applicant permit is approved and ready for issuance CONDITIONS Printed: Friday, June 23, 2023 4:16:41 PM 1 of 6 WSYSiEMS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT F P D SERVICES INC DBA STOKER POOLS 43653 Parkway Esplanade East La Quinta CA 92253 (310)980-3399 ACCOUNTING@STOKE RPOOLS.COM CONTRACTOR F P D SERVICES INC DBA STOKER POOLS 43653 Parkway Esplanade East La Quinta I CA I 92253 I (310)980-3399 I I ACCOUNTING@STOKE I RPOOLS.COM OWNER GALA ASHER 1 (310)980-3399 Printed: Friday, June 23, 2023 4:16:41 PM 1 of 6 WSYSiEMS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY RE -INSPECTION FEE 101-0000-42400 0 $83.37 $83.37 11/22/21 WEB9953 63374645756 CREDIT 820132 ECON Total Paid for ADMINISTRATIVE: $83.37 $83.37 HOURLY CHARGE -CITY 101-0000-42600 0.75 $125.25 $125.25 11/18/21 WEB9931 633700534 CREDIT 820132 ECON BUILDING STAFF 58 Total Paid for BLDG CITY STAFF - PER HOUR: $125.25 $125.25 BSAS SB1473 FEE 101-0000-203060 $11.00 $11.00 7/16/21 R66050 INVOICE CREDIT CHRISTA HAMM AHI 89 Total Paid for BUILDING STANDARDS ADMINISTRATION $11.00 $11.00 BSA: DETACHED SPA/WATER INVOICE 101-0000-42404 0 $201.25 $201.25 7/16/21 R66050 CREDIT CHRISTA HAMM AHI FEATURE/OTHER 789 SWIMMING POOL/SPA 101-0000-42404 0 $201.25 $201.25 7/16/21 R66050 INVOICE CREDIT CHRISTA HAMM AHI 89 SWIMMING POOL/SPA 101-0000-426000 $109.48 $109.48 7/16/21 R66050 TINVOICE CREDIT CHRISTA HAMM AHI PC 789 Total Paid for POOL / SPA 2019: $511.98 $511.98 RECORDS 101-0000-424160 $10.00 $10.00 7/16/21 R66050 INVOICE CREDIT CHRISTA HAMM AHI MANAGEMENT FEE 789 Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY 502-0000-436110 $5.00 $5.00 7/16/21 R66050 INVOICE CREDIT CHRISTA HAMM AHI ENHANCEMENT FEE 789 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS: $746.60 $746.60 • SEQIDINSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE Printed: Friday, June 23, 2023 4:16:41 PM 2 of 6 WSYSiEMS Printed: Friday, June 23, 2023 4:16:41 PM 3 of 6 WSYSiEMS 11/18/202112:38 PM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS PRE-GUNITE JAN 11/19/2021 11/19/2021 NOT READY eTRAKiT Inspection Site Address: 53804 ROSS AVE Request Phone:7607721111 e -Mail: ACCOUNTING@STOKERPOOLS.COM PLUMBING UNDER PROGRESS NOT READY. RE INSPECTION FEE HAS BEEN ASSESSED 11/22/20218:38 AM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 53804 ROSS AVE Phone:7607721111 e -Mail: ACCOUNTING@STOKERPOOLS.COM PRE-GUNITE DCL 11/23/2021 11/23/2021 DISAPPROVE eTRAKiT Inspection D Request - NO POOL ENGINEERING FOUND ON SITE. WET SIGNED AND STAMPED POOL ENGINEERING REQUIRED ON SITE FOR INSPECTIONS. - NO POOL ENGINEERING FOUND ON SITE. WET SIGNED AND STAMPED POOL ENGINEERING REQUIRED ON SITE FOR INSPECTIONS. Printed: Friday, June 23, 2023 4:16:41 PM 3 of 6 WSYSiEMS Printed: Friday, June 23, 2023 4:16:41 PM 4 of 6 WSYSiEMS PRE-GUNITE DCL 11/24/2021 11/24/2021 APPROVED eTRAKiT Inspection Request 11/23/20213:54 PM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 53804 ROSS AVE Phone:7607721111 e -Mail: ACCOUNTING@STOKERPOOLS.COM 6/16/2022 1:38 PM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA eTRAKiT Inspection STOKER POOLS DECK BOND BBL 6/17/2022 6/17/2022 APPROVED Request Site Address: 53804 ROSS AVE Phone:7607721111 e -Mail: ACCOUNTING@STOKERPOOLS.COM Jack Bond is approved, okay to continue. 8/17/2022 10:05 AM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 53804 ROSS AVE UNDERGROUND GAS DCL 8/18/2022 8/18/2022 APPROVED eTRAKiT Inspection Phone:7607721111 Request a -Mail: ACCOUNTING@STOKERPOOLS.COM - FROM POINT OF SERVICE CONNECTION TO EQUIPMENT LOCATION AT NORTHEAST SIDE YARD. DOES NOT INCLUDE UNDERGROUND ELECTRICAL OR PLUMBING. Printed: Friday, June 23, 2023 4:16:41 PM 4 of 6 WSYSiEMS Printed: Friday, June 23, 2023 4:16:41 PM 5 of 6 RWSYSiEMS 9/19/2022 8:02 AM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS DISAPPROVE eTRAKiT Inspection Site Address: 53804 ROSS AVE PRE -PLASTER DCL 9/20/2022 9/20/2022 D Request Phone:7607721111 e -Mail: ACCOUNTING@STOKERPOOLS.COM - NO APPROVED UNDERGROUND PLUMBING OR ELECTRICAL INSPECTIONS ON RECORD. 10/25/2022 10:56 AM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA DISAPPROVE eTRAKiT Inspection STOKER POOLS FINAL" JAN 10/26/2022 10/26/2022 D Request Site Address: 53804 ROSS AVE Phone:7607721111 e -Mail: ACCOUNTING@STOKERPOOLS.COM Cancel by applicant 10/26/2022 8:47 AM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA FINAL" BLAK 10/27/2022 10/27/2022 APPROVED eTRAKiT Inspection STOKER POOLS Request Site Address: 53804 ROSS AVE Phone:7607721111 e -Mail: ACCOUNTING@STOKERPOOLS.COM Printed: Friday, June 23, 2023 4:16:41 PM 5 of 6 RWSYSiEMS Printed: Friday, June 23, 2023 4:16:41 PM 6 of 6 WsYsrEMS ATTACHMENTS DATE Attachment Type CREATED 1ST BLDG NS - JULIO ANAYA 6/24/2021 6/25/2021 7/8/2021 APPROVED 6/24/2021 EtrakitContractor ETRAKIT (1 DAY) LOT 42A COMPLETE 1 PLAN 1ST BLDG NS - JULIO ANAYA 11/15/2021 11/16/2021 11/18/2021 APPROVED REVISION 1 -REVISE Lot ETRAKIT (1 DAY) DOC 11/11/2021 Etrakit Contractor REV1 - 1ST SUBMITTAL POOL LAYOUT Printed: Friday, June 23, 2023 4:16:41 PM 6 of 6 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/24/2021 EtrakitContractor 1st SUBMITTAL SITE LOT 42A COMPLETE 1 PLAN PLANS 062421.pdf Lot DOC 11/11/2021 Etrakit Contractor REV1 - 1ST SUBMITTAL 42_PoolPlans_Compete. 1 POOL SITE PLAN 111121pdf.pdf DOC 7/8/2021 JULIO ANAYA SITE PLAN (APPROVED) BPOL2021-0208 - SITE1 PLAN (APPROVED).pdf BPOL2021-0093 - POOL DOC 7/8/2021 JULIO ANAYA POOL ENGINEERING ENGINEERING(FOR 1 (FOR REFERENCE) REFERENCE).pdf BPOL2021-0208 - REV1- DOC 11/18/2021 JULIO ANAYA REV1 - SITE PLAN SITE PLAN 1 (APPROVED).pdf (APPROVED).pdf Printed: Friday, June 23, 2023 4:16:41 PM 6 of 6 WsYsrEMS A CUSTOM POOLAND SPA BPOL2021-0208'. FO R C B P CI TY OF LA QU N TA BU LEI NGOVISON REV] EVED FOR COCE COIWLI AV CE 61` J.ANAYA oqE: 11/18/2021 L 0 T 4 2 A R E S D E E REVISION1- ASHER / POOL,SPA AND WATER FEATURE AT REAR AND FRONT YARD. 5 3 8 0 4 ROSS AVE • TWO DROWNING SAFETY FEATURES AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. PLEASE PROVIDE WET STAMPED POOL ENGINEERING SHEET ON SITE FOR INSPECTION FIELD VERIFY. NEW EQUIPMENT MUST BE LOCATED IN AN APPROVED L A U I N T A C A LOCATION EITHER WITHIN THE REAR YARD SETBACK OR 5' MINIMUM i FROM THE SIDE P/L--FIELD VERIFY. 2019 CALIFORNIA BUILDING CODE. ABBREVIATIONS REFERENCE SYMBOLS CITY OF LA QUINTA NOTES VICINITY MAP SHEET INDEX AB ANCHOR BOLT DIA DIAMETER IN INCH PSL POUNDS PER LINEAL INCH UNF UNFINISHED WORK H 0 U R S F. ABOVE ASPHAUICISH CONC�R DIAG DIAGONAL DIM DIMENSION INCL INCLUDED PTO PAIINT V NTED VAR VARIES EARTH NO. TITLE A/c AR CONDITIONING ON DOWN NSR INSTALLED PUE PUBLIC UnLIIY EASEMENT VAT VNYL ASBESTOS TILE F 1 (FINISH KEYNOTE ANY AND ALL WORK WITHIN THE COMMUNITY WILL TAKE PLACE ONLY DURING THE ACOUST ACOUSTICAL DR DOOR INSUL INSULATION PVMT PAVEMENT VB VAPOR BARRIER/VINYL BASE GRAVEL FOLLOWING HOURS: AD AREA DRAIN/ACCESS DWR DRAWER INT INTERIOR QT QUARRY TILE VERT VERTICAL ADD ADDENDUM DS DOWNSPOUT INV INVERT QUAINT QUANTITY VEST VESnBULE SP -1.0 COVER SHEET AN ADJUSTABLE DW DRYWALL IRRIG IRRIGATION R RISER VTF VERIFY AFT ARCHITECTI ENGINEER DWG DRAWING JB JAMB/JUNCTION FA RETURN AR VIN VINYL GRASS SEASON DAYS O F WEEK TIME INTERSTATE 10 SP -2.0 SITE PLAN AFF ABOVE RE FINISH FLOOR DWP DRYWALL PAINTED Jsr JOIST RAD RADIUS VP VENEER PLASTERCOV MATERIAL KEYNOTE AGGR AGGREGATE DWL DOWEL JT JOINT RB RESILIENT BASE VWC VINYL WALL COVERING 14 EA EACH KD KILN DRIED RCMU REINF CONC MAS UNIT ALT ALTERNATE W WATER / WOMEN / WIDE FLANGE CONCRETE EF 1ST -APR 30 MONDAY -FRIDAY 7:00 AM -5:30 PM SP -3.0 ENLARGED POOL PLAN ALUM ALUMINUM EC EXPOSED CONST KIP IODD LBS. RD ROUND/ROOF DRAIN W/ WITH ANDD ANODIZED ECP EXPOSED CONST PAINTED KR KITCHEN RREFREFRIGERATOR/REFERENCE WEI WOOD BASE SATURDAY 8:00 AM -5:00 PM APPROP APPROPRIATE EXHAUST FAN KP KICK PLATE REEL REFLECTED WBL WOOD BLOCKING CONCRETE MASONRY UNIT APPROK O APPROXIMATE EXISTING GRADE KSI KIPS PER SO FT REG REGULAR WC WATER CLOSET '-�" ELEVATION MARKER ARCH ARCHITECTURAL FS EXT INSUL FINISH SYSTEM KSI KIPS PER SQ IN RF ROOF WD WOOD F.F. ELEV. SP -3.1 POOL SECTIONS AS ARCHITECTURAL STONE E EXPANSION JOINT LAM LAMINATE REGIS REGISTER WF WIDE FLANGE AT ACOUSTIC TILE EEC; ELECTRICAL LATL LATERAL RGL REGLET WH WATER HEATER ® WOOD FINISH MAY 1ST -SEP 30 MONDAY -FRIDAY 6:00 AM -7:00 PM & AND ELEV ELEVATION LAV LAVATORY REINF REINFORCING WI WROUGHT IRON K ANGLE EP EPDXY PAINT LBS POUNDS READ REQUIRED W/0 WITHOUT 0 AT /AT THE EQ EQUAL LL LIVE RESIL RESILIENT WP WATERPROOFING /WORKING PT NO SATURDAY 8:00 AM -5:00 PM BD BOARD EQUIP EQUIPMENT LLH LONG LEG HORIZONTAL REV REVISION WPJ WEAKENED PLANE JOINT ® STONE SECTION CUT SP -3.2 DETAILS BITUM BITUMINOUS EYP EXPANSION/EXPOSED LLV LONG LEG VERTICAL RM ROOM WR WATER RESISTANT HEET BLDG BUILDING EYP B EXPANSION BOLT LOC LOCATION RD ROUGH OPENING WSQT WAINSCOTT BLK BLOCK EYST EXISTING LP LOW POINT F5 ROUGH SAWN Wr WEIGHT GUNITE ALL SEASONS SUNDAY AND HOLIDAYS NONE H WY 1 1 1 BLKG BLOCKING EXT EXTERIOR LT LIGHT/LEFT RT RIGHT WWF WELDED WIRE FABRIC S-1 STRUCTURAL SITE PLAN BLKT BLANKET FA FIRE ALARM/FRESH AIR M MEN'S TOILET RWD REDWOOD WW WELDED WIRE MESH BM BEAM FB FABRICATED/FABRIC MAS MASONRY RWL RAIN WATER LEADER X BY // // WATER (SURFACE) D GRIDLINE BOT BOTTOM FC FACE OF CONC MAIL MATERIAL S SOUTH ALL CONSTRUCTION PERSONNEL SHALL VACATE THE COMMUNITY WITHIN THIRTY (30) S-2 STRUCTURAL DETAIL 100 BP BRICKPAVERA FD FLOOR DRAIN MAX MAXIMUM SA SUPPLY AIR MINUTES OF THE END OF THE PERMITTED WORK HOURS. GUARDS AT THE GATE BR BRONZE FDN FOUNDATION MC MEDICINE CABINET SC SOLID CORE WATER (SECTION) (n BRG BEARING FE FIRE E7QINGUISHER MECH MECHANICAL SCHED SCHEDULE BRGG BRACING F.F. FINISH FLOOR MEMB MEMBRANE SO STORM DRAIN/SOAP DISPENSER WILL PERMIT ENTRY DURING THESE HOURS ONLY .. T IS THE RESPONSIBILITY OF BRK BRICK FIN FINISH MEZZ MEZZANINE SEC SEALANT NO THE OWNER TO NOTIFY THE GATE OF THE DATE, TIMES AND NAMES OF BRKT BRACKET FLG FASHING MFG MANUFACTURER SEC SECTION / Z w 55 BTWN BETWEEN FLUOR FLUORESCENT MH MAN HOLE SEW SEWER DETAIL CALLOUT O O BU BUILT-UP FLR FLOOR MIN MINIMUM/MINUTE SF SQUARE FEET POOL LIGHT HEET CONSTRUCTION PERSONNEL AND OTHER VENDORS WHO MAY REQUIRE ENTRY. (n o' BW BOTH WAYS FQ FINISH OPENING MIR MIRROR SH SINGLE HUNG z S-4 STRUCTURAL DETAIL 571 & 649 C CHANNEL FOF FACE OF FINISHING MISC MISCELLANEOUS SHR SHOWER \ CAB CABINET FOM FACE OF MASONRY MK MARK SHT SHEET CAMB CAMBER FOS FACE OF STUDS ML&P METAL LATH AND PLASTER SHTG SHEATHING AVENUE 52 CB CATCH BASIN/CHALKBOARD FOW FACE OF WALL MLDG MOULDING SIM SIMIWt C/C CENTER TO CENTER FP FIREPROOFING MNT MOUNT SK SINK POOL DRAIN S-5 STRUCTURAL DETAIL 651 CEM CEMENT FR FIRE RATED MO MASONRY OPENING SL SILL NO CER CERAMIC FS FULL SIZE/FIN SURFACE MR MOISTURE RESISTANT SM SHEET METAL CF CUBIC Fr F.S. FILLER AND SANT MID MOUNTED SPEC SPECIFICATION HEET ELEVATION CALLOUT SEALANT COMPRESSIBLE FILLER FLOOR SINK MTL METAL / MANTLE SO SQUARE CFM CUBIC Fr. PER MINUTE FSR Fl XIBLE SHEET ROOFING MUL MUWON S&R SHE AND ROD ON CI CAST IRON FT FOOT MWK MILLWORK S.S. STAINLESS STEEL SPILL �CONTROL JOINT FTG FOOTING N NORTH ST STEEL TUBE COLUMNCL CENTER PURR FURRING NA NOTAPPLICABLE STA STATION J O CLG CEILING G GAS/GUTTER G NIC NOT IN CONTACT STAG STAGGER L C CLKG CAULKING A GAUGE NO/ NUMBER STIFF rn�ER 01 POOL EQUIPMENT TAG Q. Q� CLO CLOSET GALV GALVANIZED NOM NOMINAL CLR CLEARANCE) GB GIRDER BEARING/GRAB DAR NS NELSON STUD STL STEEL CMU CONCRETE MASONRY UNIT GC GENERAL CONTRACTOR NTS NOT TO SCALE STO STORAGE CND CONDUIT GFRC GLASS FIBER REINF CONC GA OVERALL STRUCT STRUCTURAL/STRUCTURE MAIN DRAIN SUCTION - 3' MIN. Q�P O I- CNTR COUNTER GI GALVANIZED IRON OBS OBSCURE SUSP SUSPENDED/SUSPENSION SEPARATION CO CLEANOUT/CLEAR OPENING GL GLASS OC ON CENTER SYM SYMMETRICAL C.O. CASED OPENING GLB GLU-WA BEAM OD OVERFLOW DRAIN SYST SYSTEM COL COLUMN GND GROUND OFCI OWNER FURNISHED/ T THREAD O UMBRELLA SLEEVE COMP COMPACTED/COMPOSTIE GR GRADE CONTRACTOR INSTALLED T&B TOP AND BOTTOM CONIC CONCRETE GRG GLASS REINF GYPSUM OFD OVERFLOW DRAIN TB TOWEL BAR/TACKBOARD CONN CONNECTION GYP GYPSUM OPG OPENING TO TRENCH DRAIN CONST CONSTRUCTION GYP BD GYPSUM BOARD OPP OPPOSITE TE TOILET EXHAUST R POOL RETURN CONT CONTINUOUS/CONTINUE HB HOSE BIB OZ OUNCE TEL TELEPHONE CONTR CONTRACTOR HC HOLLOW CORE/HANDICAP PAR PARALLEL TEMP TEMPSKIMMER AVENUE 54 CONY CONVENIENCE HD HEAD PART PARTITION T&G TONGUE AND GROOVE SK CP CEMENT PLASTER HDBD HARDBOARD PBD PARTICLE BOARD THK THICKNESS CPT CARPET HDR HEADER PC PLUMBING CHASE/PIECE THR THRESHOLD CSK COUNTERSUNK HDWD HARDWOOD PCC PRECAST TO() TOP OF ITEM qF AUTO FILL CT CERAMIC TILE HDWR HARDWARE PERIM PERIMETER TOC Top OF CONC/CURB CTR CENTER HGR HANGER PL PROPERTY UNE TOF TOP OF FOOTING HM HOLLOW METAL PPLAS PLASTER WA PLASTIC LAMINATE TOM TOP OF MASONRY p DECK JET Cu CUBIC HORIZ HORIZONTAL CY CUBIC YARDS TOP TOP OF PAVEMENT/PARAPET O d PENNY NAIL HP HIGH POINT PLBG PLUMBING TOS TOP OF SLAB DB DECK BEARING HR HOURS(FIRE RATING) PLYW PLYWOOD TOW TOP OF WALL DBL DOUBLE HS HIGH STRENGTH PAIL PANEL TV TELEVISION FR AQUASTAR 4" FLOOR RETURN BLACK DBA DEFORMED BAR ANCHOR HTG HEATING PNT PAINT TVP TYPICAL DEG DEGREE HW HOT WATER PR PAIR UBC UNIFORM BUILDING CODE DEr DETAIL ID INSIDE DIAMETER I PROP PROPERTY UG UNDERGROUND OF DRINKING FOUNTAIN MEED IMBEDDED/IMBEDMENT PSF POUNDS PER SQ Fr UL UNDERWRITERS LABORATORIES VP VACUUM PORT W/ VACUUM LOCK GENERAL NOTES GENERAL NOTES: MECHANICAL/PLUMBING NOTES: FOLLOWING: SAFETY STANDARDS 1. PROPOSED CONSTRUCTION WILL CONFORM TO THE CURRENT CODES (CBC 106.1.1) PIPING - SEE MANDATORY MEASURES NOTE #2 2019 California Residential Code, Title 24 Part 2.5 1. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS COVERS - SEE MANDATORY MEASURES NOTE #3 SECTION AV100.3 OF THE 2016 C.R.C. ADDRESSES THE POOL SAFETY STANDARDS FOR 2019 California Electrical Code, Title 24 Part 3 AND IN ACCORDANCE WITH LOCAL REGULATIONS. DIRECTIONAL INLETS AND TIME SWITCHES FOR POOLS - SEE MANDATORY POOLS, SPAS AND HOT TUBS INSTALLED FOR SINGLE FAMILY RESIDENCE. 2019 California Mechanical Code, Title 24 Part 4 2. ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED. MEASURES NOTE #4 2019 California Plumbing Code, Title 24 Part 5 3. GAS ISOMETRIC: - NEW 2" PE GAS LINE WITH TRACER WIRE, ±100 LINEAL FEET. 3. ALL POOL HEATER INSTALLATIONS REQUIRE A CF-6R-MECH-03 FORM TO BE FOR THE PURPOSE OF THIS CODE THE FOLLOWING DEFINITIONS ARE APPLICABLE: 2019 California Energy Code, Title 24 Part 6 COMPLETED AND SIGNED BY THE INSTALLER OF RECORD AND SUBMITTED TO THE 2019 California Fire Code, Title 24 Part 9 2019 ENERGY EFFICIENCY STANDARDS MANDATORY MEASURES (MF -1 R) BUILDING INSPECTOR PRIOR TO FINAL INSPECTION APPROVAL, SWIMMING POOL: ANY STRUCTURE INTENDED FOR SWIMMING OR RECREATIONAL 4. DIRECTIONAL INLETS AND TIME SWITCHES FOR POOLS. IF THE SYSTEM OR BATHING THAT CONTAINS WATER OVER 18 INCHES DEEP. 2. GOVERNMENT CODE SECTION 4216.2. (A) (1) EXCEPT IN AN EMERGENCY, ANY PERSON 1. ANY POOL OR SPA HEATING SYSTEM SHALL BE CERTIFIED TO HAVE: A THERMAL EQUIPMENT IS FOR A POOL: PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE EFFICIENCY THAT COMPLIES WITH THE APPLIANCE EFFICIENCY REGULATIONS; AN 4.1. THE POOL SHALL HAVE DIRECTIONAL INLETS THAT ADEQUATELY MIX THE POOL ENCLOSURE: A FENCE, WALL, OR OTHER BARRIER THAT ISOLATES A SWIMMING REGIONAL NOTIFICATION CENTER, AT LEAST TWO WORKING DAYS, BUT NOT MORE ON-OFF SWITCH MOUNTED OUTSIDE OF THE HEATER; A PERMANENT WATER; AND POOL FROM ACCESS TO THE HOME THAN 14 CALENDAR DAYS, PRIOR TO COMMENCING THAT EXCAVATION, IF THE WEATHERPROOF PLATE OR CARD WITH OPERATING INSTRUCTIONS; AND SHALL 4.2. A TIME SWITCH OR SIMILAR CONTROL MECHANISM SHALL BE INSTALLED AS EXCAVATION WILL BE CONDUCTED IN AN AREA THAT IS KNOWN, OR REASONABLY NOT USE ELECTRIC RESISTANCE HEATING OR A PILOT LIGHT. PART OF THE POOL WATER CIRCULATION CONTROL SYSTEM THAT WILL ALLOW ENCLOSURE REQUIREMENTS: SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS OTHER THAN THE 2. ANY POOL OR SPA HEATING EQUIPMENT SHALL BE INSTALLED WITH AT LEAST 36" ALL PUMPS TO BE SET OR PROGRAMMED TO RUN ONLY DURING OFF-PEAK UNDERGROUND FACILITIES OWNED OR OPERATED BY THE EXCAVATOR AND, IF OF PIPE BETWEEN FILTER AND HEATER, OR DEDICATED SUCTION AND RETURN ELECTRIC DEMAND PERIOD, AND FOR THE MINIMUM TIME NECESSARY TO AN OUTDOOR SWIMMING POOL, INCLUDING HOT TUBS OR SPAS SHALL BE SURROUNDED PRACTICAL, THE EXCAVATOR SHALL DELINEATE WITH WHITE PAINT OR OTHER LINES, OR BUILT-UP CONNECTIONS FOR FUTURE SOLAR HEATING. MAINTAIN THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC BY A BARRIER WHICH SHALL COMPLY WITH THE FOLLOWING: SUITABLE MARKINGS THE AREA TO BE EXCAVATED. 3. OUTDOOR POOLS OR SPAS THAT HAVE A HEAT PUMP OR GAS HEATER SHALL HAVE HEALTH STANDARDS. 3. THE CITY BUILDING INSPECTOR HAS THE AUTHORITY TO REQUEST FULLY REVISED A COVER. 5. ALL PUMPS AND PUMP MOTORS INSTALLED SHALL BE LISTED IN THE 1. TOP OF THE BARRIER SHALL BE AT LEAST 60 INCHES ABOVE GRADE MEASURED ON PLAN SHEETS WITH ALL FIELD CHANGES CLOUDED WITH DELTAS TO BE SUBMITTED 4. POOLS SHALL HAVE DIRECTIONAL INLETS THAT ADEQUATELY MIX THE POOL COMMISSIONS'S DIRECTORY OF CERTIFIED EQUIPMENT AND SHALL COMPLY WITH THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL FOR CITY PLAN REVIEW WHEN HE/SHE DETERMINES THE NUMBER OF FIELD WATER, AND A TIME SWITCH THAT WILL ALLOW ALL PUMPS TO BE SET OR THE APPLIANCE EFFICIENCY REGULATIONS. 1.1. OPENINGS IN TECH BARRIER SHALL NOT ALLOW THE PASSAGE OF A 4 INCH DIA. REVISIONS WARRANT SUCH A REQUEST. PROGRAMMED TO RUN ONLY DURING OFF-PEAK ELECTRIC DEMAND PERIODS. 6. FILTRATION PUMPS SHALL BE SIZED, OR IF PROGRAMMABLE, SHALL BE SPHERE. 5. RESIDENTIAL POOL SYSTEMS OR EQUIPMENT MUST MEET THE PUMP SIZING, FLOW PROGRAMMED, SO THAT THE FILTRATION FLOW RATE IS NOT GREATER THAN THE 1.2. OPENING BETWEEN THE FINISH GRADE AND THE BOTTOM OF THE BARRIER ELECTRICAL NOTES: RATE, PIPING AND FILTERS. RATE NEEDED TO TURN OVER THE POOL WATER VOLUME IN 6 HOURS OR 36 GPM, SHALL BE MAX. 2 INCHES. WHICHEVER IS GREATER. 1.3. BARRIERS SHALL BE INSTALLED SO AS NOT HAVE ANY FEATURES WHICH AID IN 1. THE EQUIPMENT BONDING GRID SHALL EXTEND UNDER PAVED AND UNPAVED EQUIPMENT NOTES/MANDATORY REQUIREMENTS 7. PUMP MOTORS USED FOR FILTRATION WITH A CAPACITY OF 1 HP OR MORE SHALL CLIMBING. SURFACES FOR 3 FEET HORIZONTALLY BEYOND THE INSIDE WALLS OF THE POOL. BE MULTI SPEED. 2. ALL METAL -SHEATHED CABLES AND RACEWAYS, METAL PIPING, AND ALL FIXED METAL 1. ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT MAY BE INSTALLED ONLY IF 8. EACH AUXILIARY POOL LOAD SHALL BE SERVED BY EITHER SEPARATE PUMPS OR 2. ACCESS GATES SHALL BE A MINIMUM OF 60 INCHES ABOVE GRADE AND SHALL BE PARTS THAT ARE WITHIN THE FOLLOWING DISTANCES OF THE POOL, EXCEPT THE MANUFACTURER HAS CERTIFIED THAT THE SYSTEM OR EQUIPMENT HAS ALL THE SYSTEM SHALL BE SERVED BY A MULTI SPEED PUMP. EXCEPTION - PUMPS SELF CLOSING AND HAVE SELF LATCHING DEVICE. GATES MUST OPEN OUTWARD THOSE SEPARATED FROM THE POOL BY A PERMANENT BARRIER, SHALL BE OF THE FOLLOWING: EFFICIENCY - A THERMAL EFFICIENCY THAT COMPLIES WITH LESS THAN 1 HP MAY BE SINGLE SPEED. FROM THE POOL. GATES SHALL MEET THE SAME PROVISIONS AS LISTED AS BONDED: THE APPLIANCE EFFICIENCY REGULATIONS; AND ON-OFF SWITCH - A READILY 9. MULTI SPEED PUMPS SHALL HAVE CONTROLS WHICH DEFAULT TO THE FILTRATION BARRIERS. A.) WITHIN 5 FEET HORIZONTALLY OF THE INSIDE WALLS OF THE POOL. ACCESSIBLE ON-OFF SWITCH, MOUNTED ON THE OUTSIDE OF THE HEATER THAT FLOW RATE WHEN NO AUXILIARY POOL LOADS ARE OPERATING. 3. OUTSIDE SURFACES SHALL BE FREE OF ANYTHING THAT CAN MAKE THE BARRIER B.) WITHIN 12 FEET MEASURED VERTICALLY ABOVE THE MAXIMUM WATER LEVEL OF ALLOWS SHUTTING OF THE HEATER WITHOUT ADJUSTING THE THERMOSTAT 10. FOR MULTI SPEED PUMPS, THE CONTROLS SHALL DEFAULT TO THE FILTRATION CLIMBABLE THE POOL, OR ANY SLIDES, DIVING BOARDS ETC... SETTING; AND INSTRUCTIONS - A PERMANENT, EASILY READABLE, AND FLOW SETTING WITHIN 24 HOURS AND SHALL HAVE AN OVERRIDE CAPABILITY FOR 4. IF USING THE WALL OF THE HOUSE AS AN ENCLOSURE, EXIT ALARMS MUST BE 3. PROVIDE 36" WORKING CLEARANCES FOR THE POOL EQUIPMENT DISCONNECT AND WEATHERPROOF PLATE OR CARD THAT GIVES INSTRUCTION FOR THE ENERGY SERVICING. PLACE ON ALL DOORS THAT PROVIDE DIRECT ACCESS TO THE POOL. SUB PANEL (CEC ART 110.26) EFFICIENT OPERATION OF THE POOL OR SPA HEATER AND FOR THE PROPER CARE 11. A LENGTH OF STRAIGHT PIPE THAT IS GREATER THAN OR EQUAL TO AT LEAST 4 4. LOAD CALCS - USE EXISTING ELECTRICAL FEED TO POOL EQUIPMENT OF POOL OR SPA WATER WHEN A COVER IS USED; AND ELECTRIC RESISTANCE PIPE DIAMETERS SHALL BE INSTALLED BEFORE THE PUMP. SUCTION OUTLETS: 5. SINGLE LINE DIAGRAM - SEE BUILDING PERMIT AND APPROVED PLANS HEATING - NO ELECTRIC RESISTANCE HEATING; AND 12. POOL PIPING SHALL BE SIZED SO THAT THE VELOCITY OF THE WATER AT MAXIMUM 1. POOLS AND SPAS MUST HAVE AT LEAST TWO CIRCULATION OUTLETS, WHICH ARE 6. NO OVERHEAD UTILITY/SERVICE LINES ARE IN THE VICINITY OF THE NEW POOL OR 1.1. EXCEPTION 1 TO SECTION 114 (A)4: LISTED PACKAGE UNITS WITH FULLY FLOW FOR AUXILIARY POOL LOADS DOES NOT EXCEED 8 FEET PER SECOND IN THE HYDRAULICALLY BALANCED AND SEPARATED BY THREE FEET OR SPA INSULATED ENCLOSURE, AND WITH TIGHT -FITTING COVERS THAT ARE RETURN LINE AND 6 FEET PER SECOND IN THE SUCTION LINE. 2. UTILIZATION OF SKIMMERS, PERIMETER OVERFLOW SYSTEMS, OR OTHER 7. ALL OUTLETS SUPPLIED BY SINGLE PHASE, 15A AND 20A, 125V OR 240V BRANCH INSULATED TO AT LEAST R-6. 13. ALL ELBOWS SHALL BE SWEEP ELBOWS OR ELBOW -TYPE THAT HAVE A PRESSURE PRE -APPROVED DEVICES IN LIEU OF TRADITIONAL SUCTION DEVICES. CIRCUITS FOR SWIMMING POOL PUMP MOTORS ARE REQUIRED TO HAVE GFCI 1.2. EXCEPTION 2 TO SECTION 114(A)4: POOLS OR SPAS DERIVING AT LEAST 60 DROP OF LESS THAN THE PRESSURE DROP OF STRAIGHT PIPE WITH A LENGTH OF 3. THE USE OF OTHER OUTLET DEVICES WHICH MAY MEET ANSI/APSP-7 STANDARDS PROTECTION. THIS APPLIES TO OUTLETS REGARDLESS OF THEIR PROXIMITY TO PERCENT OF THE ANNUAL HEATING ENERGY FROM SITE SOLAR ENERGY OR 30 PIPE DIAMETERS. BUT DO NOT HAVE A MINIMUM OF THREE FEET BETWEEN OUTLETS IS PROHIBITED. THE SWIMMING POOL AND IT APPLIES TO CORD -AND -PLUG CONNECTED AND DIRECT RECOVERED ENERGY. 14. FILTERS SHALL BE AT LEAST THE SIZE SPECIFIED IN NSF/ANSI 50 FOR PUBLIC POOL CONNECTED SWIMMING POOL PUMP MOTORS. CEC 680.22 (B) 2. ANY POOL OR SPA SYSTEM OR EQUIPMENT SHALL BE INSTALLED WITH ALL OF THE INTENDED. 15. MINIMUM DIAMETER OF BACKWASH VALVES SHALL BE 2 INCHES OF THE DIAMETER OF THE RETURN PIPE, WHICHEVER IS GREATER. N 7D 0 ,.� �LON UN00 mm U O LLI � TQC No�UE O �. O 0 O C (-O J � O Un LU U z LU 0 U) LU N Lj N Q Q U N � 0 �z_ �C�.y�) (�y� O W V J Lo Q LU LU T U) 0. LU O U no. revisions date SCALE: N.T.S. DWN BY: ZB DATE: 11-03-2021 SHEET: SP - 1.0 SCALE: N.T.S. DWN BY: ZB DATE: 11-03-2021 SHEET: SP - 1.0 WATER FEATURE ON SEPARATE PERMIT WATER SPEC'S POOL SPA INF. THROUGH SIZE 29'-6"x84'-0" SIZE 10'-9"x 14'-3" SIZE 18"x 100'-0" DEPTH 7"-4'-0" TO 4'-10" DEPTH 4'-3" DEPTH 24" ERIMETER 228 I.F. PERIMETER 50 I.F. PERIMETER 203 I.F. AREA 21,44 S.F. AREA 153 S.F. AREA 150 S.F. VOLUME 68,000 GAL. VOLUME 3,400 GAL. VOLUME 1,700 GAL. OVERFLOW REQUIRES 684 GPM MAX. 342 GPM MIN. m 9C X ATER FEATURE ON SEPARATE PERMIT SCALE: 1/16"=l' -O" a C B P x X x N O O N N O N 00 W0 U-� �w Q J OE ��O 00 O 0 CDD- O r-r�0 O L O Q (jo J r O 07 W U Z W 0 U) W Lo N N L.L W N Q �U N O � Z _ C:) O oo C'1 J LO Q Z I..L W U) no. revisions date ZL 0 ZL SCALE: 1/16"=l' -O" DWN BY: ZB DATE: 10-21-2021 SHEET: SP -2.0 Cl TY OF LAW N TA BU LCI N GO VI S ON REV] EVED FOR COCE COMLI AN CE By.- J.ANAYA oqE: 11/18/2021 POOL PLAN SCALE: 1/4" = V-0" O N Q Or�0 � � N O N 00 Q N - r U) cy) U © W J T Q o�vE r— C O oCD �� r- 0 C�0 � o J O I i U) LU U Z W 0 U) W L0 N N L.L W N Q �U N O � �z C:) 00 C'1 J LO Q Z Q J J O O LU CD Q z LU no. revisions date 0 0 0 0 ZL 0 0 SCALE: 1/4"= 1'-0" DWN BY: ZB DATE: 10-18-2021 SHEET: SP -3-0 3 2 4SP-3. SP -3. -3. SP I I I WATERLINE----------- BAJA SHELF - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� — I I -11 i POOL i I = _ —III -I I MI I I-11 I-11 I- III—T 1'-6" 2'-6" 4'-10"ol 1 WATER LINE ------------------------------------------ -------------------------------------------------------------------------------------------------------- BEY ND I BEYONE, 11-91, I 1 BEYOND 4'-6" 1,-9., BEYOND WATER LIN A4 A revisions date 0 III=III;, 0 0 GLASS RAIL 11-011 oil -011 1'-4" — — — — — — — — — — — — — .2"-; 7.. NA BAJA SHELF SECTION SCALE: 3/4"=V-0" (: POOL SECTIONAl SCALE: 1/4"=V-0" (: INFINITY WALL POOL/SPA i i -L-------------- 1 SECTIONA2 SCALE: 3/4"=1'-0" %�1 �� C B P N N � O I cN00 I �w0-) TQ JO o"E L� p Ui I — � a- 0 0 Ln J -Y 0 cn LU U z W 0 vJ LU LO N LLI N > rn Q Q U N U) ,,:1- 0 0�z O 0 00 J Lo Q U) z 0 U LU U) 0 0 no. revisions date 0 0 0 0 0 SCALE: AS NOTED DWN BY: ZB DATE: 10-18-2021 SHEET: S P-3. 1 A 10" STONE / TILE CAP rL 5t WATER LINE c B P STONE / TILE ON EXPOSED FACE OF INFINITY WALL 1-1/2" STONE CAP STONE /TILE TO o TROUGH FLOOR PL r.- , - 77 NP-�uFZ i7/ /7lo 3/4" STONE WITH SHEEN 5/8" THINSET SETTING BED /FINISH T.B.D. EXPANSION JOINT BETWEEN COPING AND FINISH TILE WATER LINE 3-1/2" CONCRETE BASE M `� ```````�``�� GUNITE SHELL PER � _ GUN ITE WALL �� 5 WATER LINE STON STANDARD ENGINEERING PEBBLE SHEEN�� FINISH T.B.D.—'.' 611 611 11411 1 '-0" PER PLAN 14� POOL EDGE DETAIL 2 SCALE: 1"=l' -O" zo 1 '-4" INFINITY WALL DETAIL 72"S.S. SCALE: 1"=l' -O" CUSTOM CASCADE PEBBLE SHEEN FINISH T.B.D. 4 1 O" 4 f O" .1 1 Q11 1 41 e)" POOL STEPS DETAIL SCALL: I -=V-U" STRUCTURAL WALL TOP OF STEAM - WALL +4" ABOVE FINISH FLOOR F.F. -� SIN COMPACTED SUBGRADE HOUSE FOUNDATION TO EXTEND BELOW FLOOR OF POOL GUNITE WALL 1-1/2" BROWN COAT & TILE NON BEARING FURRING WALL SILICONE EXPANSI JOINT 4"-6" WATER LINE TILE WATER LINE PEBBLE SHEEN FINISH T.B.D. WATERPROOF AGAINST HOUSE FOUNDATION POOL COPING DETAIL (q) SCALE: 1"=l' -O" \"-� N C) rr) o I UN00 Li o E 0 f co a- ' 0 0 Ln 0 J -Y � O Lu U z Lu 0 00 W N LLI N Q Q U N U) 0� �z O 0 00 J Lo Q U) J_ Q Lu no. revisions date 0 0 0 0 0 0 0 0 SCALE: AS NOTED DWN BY: ZB DATE: 10-18-2021 SHEET: SP -3.2 3" PV ELECTRICAL CONDUIT TO J-01 TYP ALL LIGHTS woa� ,:5V16Y P POOL LIGHT SCHEDULE TYPE LOCATION MFR MODEL NO. QTY 12W SPA JANDY JLU4C6W100 2 24W POOL JANDY JLU4C12W100 20 0 0 O 0 rKulvl F' -UL rKUIw F -U4 PLUMBING PLAN SCALE: 1/4" = 1'-0" O N U rC O C LO N UN00 Q0-) w I Q T 0, O E �o I co D o � pl) i Ln \� (-DJ-Y 0 4-1W U Z W 0 Cn W LO N LLI N >cy) Q Q U N U) U) O �z C:) O oo C1 J LO Q Z Q I..L V Z W I..L no. revisions date 0 0 0 0 0 0 O 0 SCALE: AS NOTED DWN BY: ZB DATE: 10-18-2021 SHEET: SP -3.3 SITEtPL#N RE IEW D for confor ce to str ctur details otion L. Lacher, Engineering, Inc. Structural detaprecedence over conflicts with site plan. Authde = dg#21-08792@9%41 a111121 Note Pool excavation shall be inspected by soils engineer prior to steel placement. As a condition of the use of Pool Engineering, Inc. structural plans, Soils Engineer shall certify that the pool bottom conforms to Structural Note 1 on Standard Pool Structural Plan. WATER FEATURE ON SEPARATE PERMIT WATER SPEC'S POOL SPA INF. THROUGH SIZE 29'-6"x84'-0" SIZE 10'-9"x 14'-3" SIZE 18"x 100'-0" DEPTH 7"-4'-0" TO 4'-10" DEPTH 4'-3" DEPTH 24" ERIMETER 228 I.F. PERIMETER 50 I.F. PERIMETER 203 I.F. AREA 21,44 S.F. AREA 153 S.F. AREA 150 S.F. VOLUME 68,000 GAL. VOLUME 3,400 GAL. VOLUME 1,700 GAL. OVERFLOW REQUIRES 684 GPM MAX. 342 GPM MIN. e t t � t N� �e € �d a� \ F x � R \ f A s\ X \ X SP -3.0 Its - \\ X WRQ �? 13'- " 49'-0" 13'-0" 11 _ 2..15'- -4 a � a c SWIMMING POOL. I" \ X X \ \ \ X \ � n \ Ia \ x x X - �t X X - - ATER FEATURE ON SEPARATE PERMIT SITE PLAN SCALE: 1/16"=l' -O" X N O N I O N 00 QN � o W I Q J T 0 E 1 I p r0 O r Cl O `n ° L � J / roO .I i C/) W U Z W 0 U) W L0 N N L.L W N Q � U N O Z _ C:) O oo C'1 J LO Q Z Q J a_ W U) J Q U D C/) no. revisions date 1/1 6"= 1 '-0" D" BY: ZB DATE: 10-18-2021 SHEET: S-1 0 0 ZL 0 ZL SCALE: 1/1 6"= 1 '-0" D" BY: ZB DATE: 10-18-2021 SHEET: S-1 BENCH AND STEP OPTIONS: RADIUS NOTE: FLOOR TO WALL TRANSITION NOTE: TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS RADIUS MAY VARY DEPENDING ON BOND BEAM HORI7ONTAL BARS MAY BE 1 1 THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL CONTRACTOR OR OWNER DESIGN INTENT. OVER OR UNDER VERTICAL BAR SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH), WOOD FRAME BUILDING RADIUS SHALL NOT BE LESS THAN TYPICAL INCLUDING ALL SPECIAL 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN (2 -STORY W/ SLAB ON 1 -FOOT AND SHALL NOT EXCEED 5 -FEET. THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. GRADE or 1 -STORY W/ APPROVED SEALANT RECOMMENDED (PER CRAWL SPACE) DETAIL #8). REQUIRED W/ EXPANSIVE SOIL. TABLE 1 TABLE 5 BASIC GRID #3 1500 #/FOOT MAX. r� r BARS 12" O.C. COPING DRAIN BOND BEAM --- SEE TABLE 1 & DETAIL 12. A TABLE TABLE TALE WATER SURFACE. #' # DECKING. MINIMUM APPROX. 3" BELOW WIDTH PER LOCAL B E F G BOND BEAM. BUILDING CODE. 'W' a i , U3 CD C 3'-0" MIN. �' +i Q jlie r} ¢ Za � V <0CL = v o R m COPING a W ¢r NO R B.B. C a L a 3" ¢ __ n- I � LO if] 4 Z a _ R ¢ N © BENCH/STEPS�- m r! d SEE OPTIONS 1 I R a d C) M ABOVE J 1 �� UNDISTURBED SOIL. `n n r I ¢ c-,4 J 1500 P5F MIN. BEARING VALUE. ( r INFLUENCE LINE UNDER- I FOR FOOTING 'C' SHOTCRETE COVER WATER SURCHARGE TO BE CHANGED LIGHT PER UNIFORMLY. f �, DETAIL 1 U.T,Tl c;SEE TABLE 1#p ADD #3 0 12" Q.C. s • ■ `� LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAY • FOR EXP. SOILS. VARY, LOCATE STEEL l' + n TYP. FLOOR 3" CLR FROM EARTH j STEEL BASKET IS NOT REQUIRED SURCHARGE CONDITION: VERTICAL STEEL. 6" THICK MIN. SHOTCRETE (GUNITE} USE TABLE 1 SCHEDULE 'D', 24" MIN, DRAIN PIPE SHALL NOT W/ #3 BARS @ 12" Q.C. SEE TABLE 1 �� EXTEND WALL ENCROACH INTO GUNITE SHE EACH DIRECTION (BUILDING SURCHARGE} WHEN SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR. CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W' IS LESS THAN POOL DEPTH. #3 BARS 0 12" O.C. (3O" MIN. FOR TABLE 5G) PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED NTH HYDROSTATIC VALVE AND ROCK ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-Q" FROM THE TOP OF THE POOL AN51 APSP 1fi STANDARD THAT ARE HYDRAULICALLY S. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUIL,D'G SURCHARGE DETAILS. A o ^ n /b,K (3} #3 BARS. E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. 45 P.C.F. VERTICALVVIECAL VERTICAL VERTICAL D R C S r C STEEL C S 3'0" 1'-O" yj�N 11 3" #3 ® 12" 3 3 - 3,6,p1, -O"3, 3„3" 4'0" 1'-0" 3" 4" 4" 4'6" 1'-O" 3" 3% 5„ -... 5„ - 5'0" V-6" 5" #3 ® 6" - 6'0" 2'-6" 3, - 4 - fi" - - - 5' - 6'6" 3'-O" 4 " 7" 6 7'0' 3'-6" KEERI j PPiI;, 114ER , Nc. 8" - - - - WEER WC 7'6" 4'-0"III5' 8�" 83" 'j INDICATES TYPICAL RADIUS (ACTUAL RADIUS L Np DECK OR HIGH ` MAY VARY, SEE RADIUS NOTE AT TOP) EXPANSIVE SOIL 'O' IS D15TANC flOWN PLAN SHOWING POOL AND/OR SPA SHAPE, DEPTH, DISTANCE TO PROPERTY LINE, GRADE CHANGES & SLOPES AND ADJACENT STRUCTURES. 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC, AND OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. 3. POOL ENGINEERING INC. (PEI) RECOMMENDS THAT THE PROPERTY OWNER AND�OR POOL CONTRACTOR RETAIN A LICENSED GEOTECHNICAL CONSULTANT TO OBTAIN GEOTECHNICALLY RELATED DESIGN CRITERIA FOR THE PROPOSED POOL SITE. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND DR POOL CONTRACTOR TO REQUIRE THAT THE LICENSED GEOTECHNICAL, CONSULTANT CONFIRM THAT THE POOL STRUCTURAL PLANS PROVIDED MEET THE REQUIREMENTS OF THE PROJECT SITE AND THE GEOTECHNICAL REPORT. WHEN A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED TO PEI, IT IS THE OWNER AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE SITE GEOTECHNICAL CONDITIONS ARE SUITABLE FOR CONSTRUCTION OF THE PROPOSED POOL BASED ON THE PEI PLANS BEING USED. 4, THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE CONDITIONS AS SHOWN IN DETAIL ,#3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. 5. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON-STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE DECKING AND POOL GEOMETRICS. 6. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. 7. ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 EDITIONS OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 'CODE (CMC), CALIFORNIA PLUMBING CODE (CPG), CALIFORNIA ENERGY CODE, 2019 BUILDING ENERGY EFFICIENCY STANDARDS, 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE, AND LOCAL ORDINANCES. 8. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC STANDARDS AND/OR LOCAL CODES. 9. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 10,PUBL€C POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ASSISTIVE DEVICES FOR THE DISABLED. 11. CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE, POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. WHEN REQUIRED 81 THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC 5ECT10N 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE ANY STANDING OR WALKING SURFACE. B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. CONTINUOUS SHOTCRETE INSPECTION WHERE REQUIRED BY THE PERMITTING AGENCY, PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. TITLE 24 1. PUMPS SHALL BE WED PER SECTION 150(p) OF THE LATEST ADOPTED EDITION OF THE BUILDING ENERGY EFFICIENCY STANDARDS, 2. A LENGTH OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 PIPE DIAMETERS SHALL BE INSTALLED BEFORE THE PUMP. 3. ALL ELBOWS SHALL BE SWEEP ELBOWS. 4. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT. 4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE APPLIANCE EFFICIENCY RECULAIIONS, READILY ACCESSIBLE ON-OFF SWITCH, WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 4,2. SYSTEM IS INSTALLED WITH: A) AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 4,3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO PERMIT OFF PEAK OPERATION. FENCING AND BARRIERS 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. HIGH FENCING & GATES WITH NO OPENINGS 4" OR GREATER, GATES TO BE SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES THROUGH FENCING SHALL OPEN AWAY FROM THE POOL, MAXIMUM VERTICAL CLEARANCE FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES, WHERE THIS VARIES FROM LOCAL CODES, THE LOCAL CODES SHALL PREVAIL. 2. BARRIERS SHALL COMPLY WITH CBC SECTION 3109 (HS CODE §§ 1 1 59 20-11 59 29), INCLUDING LOCALLY ADOPTED AMENDMENTS. A. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER: 11.50 OF THE LOS ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL BE REQUIRED. THESE BARRIER REQUIREMENT'S SHALL BE ATTACHED TO THE SWIMMING POOL SITE PLAN. I -- MASONRY SCREEN OR GARDEN WALL. (RAISED OR NDT RAISED). E BUILDING FOOTING COUNTY OF LOS ANGELES SPECIAL NOTES BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" WALL DOES NOT REQUIRE * IF POOL WALL HEIGHT DOES NOT EXCEED 5' -fl" THEN NO ADDITIONAL FROM TOP OF POOL WALL SURCHARGE (IN COUNTY OF ELECTRICAL AND PLUMBING 1. IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN SURCHARGE DETAIL} ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE & BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) L.A. USE DETAIL 271-60) 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2019 CEC. SAFETYAAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF ACCORDANCE WITH CEC 680.26(B), BONDING TO PERIMETER SURFACES SHALL BE THE SITE PLAN. TYPICAL LONGITUDINAL SECTION N • T. s- 2 STANDARD WALL SECTION IN THE RANGECOUNTY SSPECIALOF ORANGE REFER TO NOTES" REGARDING DESIGN COQ ORA OR COUNTY OF N.T.S. TOOTHE POOL REINFORCING STEELORCOPPERACOR ONDUCTOR GRID ATSHALL MINIMUMATTACHED 2 B� LDING CODE (LACBC}NSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. 3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. THAN 1 1/2 FEET & SETBACK TO TDP OF DESCENDING SLOPE SHALL NOT BE LESS THAN SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTHER NOTE: 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS 2 1/2 FEET. WHEN LESS THAN 10' SLOPE SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EQUIVALENT FLUID PRESSURE EQUAL (SEE GENERAL NATES 4} THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL. 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM. TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT 15 SUBMITTED FOR REVIEW. # SURCHARGES NOT COVERED BY THIS BUND BEAM PER 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 1/4" PER NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. 7. PODL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE CITY OF SIMI VALLEY SPECIAL NOTES SURCHARGE DETAILS ARE REQUIRED. FOOT. WITH THE CPC. 1. SEE THE ATTACHED 'CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR ' E F G 8. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER. SPECIAL DETAIL REQUIRED TI - ANSIAPSP-7 AND 2019 CBC SECTION 3109 (HS CODE §§ 115920-115929}. 2• THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP} IS 6O PSF�FT (PCF} FOR POOLS ¢ m E.F.P. 3O P.C.F. 45 P.C.F. 62.4 P.C.F. 9. POTABLE WATER SUPPLY TO SWIMMING POOLS, SPAS, AND HOT TUBS SHALL BE WHEN LESS THAN POOL DEPTH OR H/4 I _ x m o -c I (1) #4 ® TOP SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE LLJ PROTECTED FROM BACKFLOW IN ACCORDANCE WITH CPC 603.5.20 ¢ L� `n I�WATERPRO�ING RECOMMENDED. p C �RTICAL C VERTICAL C VERTICAL 1O, CHEMICAL DISPENSERS SHALL COMPLY WITH 2019 CPC 5EC110iV 603.5.21 SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS (7.5' MAX. H/4) " I STEEL STEEL STEEL REPORT (CBC TABLE 1610.1). SPECIAL DETAIL REQUIRED HORI2. STEEL z 1. REQUIREMENTS FOR PROTECTION AGAINST BACKFLOW AND COMPLY WITH ASSE 1055. WHEN LESS THAN H/6 `° � 0 1 6" C.M.U. W/ BARS 0 12" Q.C. W6" 3 3 3" #3 a 12" UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES (10' MIN., 20' MAX.) #3 VERT. BAR ®24" QX O.C. - - - - - STRUCTURAL NOTES m 1 SOLID GROUT. 4'0" 3 3 4" 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 P5F. CONCRETE SHALL BE 1• WHERE 517E SPECIFIC 501E TESTING HAS NOT BEEN PERFORMED: POOLS SHALL COMPLY WITH SLOPE - PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% 1.1. POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EQUIVILENT FLUID PRESSURE ALTERNATIVE BOND ©a 4'6" 3" 3 5" COMPACT FILL. THIS PLAN 15 NOT SUITABLE WHERE POTENTIAL EXISTS FOR (E F•P•) OF 100 P.S.F, BEAM LOCATION BOND SEAM DIFFERENTIAL. MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, INCLUDING 1.2. ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE SETBACKS CBC 1808.7.3 & 1808.7.5 WATER 1 5'0" 3" 6" 3'fz" s" 5" #3 0 6" BUT NOT LIMITED TO CUT -FILL TRANSITIONS. STRENGTH (F'c) EQUAL TO 4,500 P.S.I., TYPE V CEMENT, AND W/C RATIO EQUAL TO ¢ VERT STEEL LINE. VERTICAL STEEL W/ 5'6" 3" 4" g" T 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH), n _ ADDITIONAL SPECIAL DETAILS SEE TABLE 5 24" MIN. EMBED. -- - _ 40 FOR #3 BARS AND $4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM 1.3. DROWNING PREVENTION SAFETY FEATURES SHALL BE PROVIDED PER COUNTY SURCHARGE CONDITIONS REQUIRED FDR CONDITIONS ABOVE N.T.S. SCHEDULES E, F OR G N TYP. HORI2. STEEL 3 -5101 :7'p - lir- - - - 3. (1) #4ABAR BETWEENEQUIVALENT BARS IS 2 BE USED IN PLACE OF (2) #3 BARS, WITH ORDINANCE N0.19-000 SECTION 7-1-56 SECTION AV1OO. 3 C 6'6" 4" 6" 8" THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM CITY OF SANTA CLARITA SPECIAL NOTES REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR. 'C' ,.3" - SPACING IS #4 BARS AT 1$" D.C.. CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL -- 7b" 5" 6" 4" 8" #3 C9� 3" 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP} CLR, - - - OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE. 7'6' 5 6' 8' GIVEN POINT IN THE POOL STRUCTURE. USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION 3 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM. ❑ BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF {REEF} MASONRY NOTES: 8'0' fi -- - -- $�" INSTALLED PRIOR TO PLACEMENT OF CONCRETE. o COUNTY OF SAN BERNARDINO SPECIAL NOTES (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE 8'6" 91h.6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1908 &SHALL HAVE 1 THESE PLANS ARE FOR PRIVATE RESIDENTIAL USE ONLY. ❑ __ APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND 1K� lK 1HEM lNC - - - -- A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE, 2, ALL POOL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL SWIMMING POOL SCHEDULE. - g'0" GRI , Iltu 1 p" SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY j' ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fits = 2000 psi, - - - - - - - _- _ - _- _ AND SPA CODE (ISPSC) AND COUNTY OF SAN BERNARDINO INFORMATION BULLETIN a a REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4 -INCH. a 2. GROUT SHALL CONFORM TO CBC BC SEC. 2103 & ASTM C 476 WITH fc=2,0O0 PSI. 9'fi" 9" 1O" 1 1 IB -0007. PERMIT APPLICANT SHALL PROVIDE PLANS SHOWING POOL ARCHITECTUAL � 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 CHAP, l9 & ASTM C 150. F n 4 POOL FLOOR THICKNESS p - DESIGN AND GEOMETRY. cn oo b MAY VARY TO ACHIEVE a 3. MORTAR SHALL BE TYPE M WITH fc = 2500 psi AND SHALL CONFORM TO CBC/IBC SEC. 10'0" 9" 11" 12" 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WgTW AC 318 3 IN THE ABSENCE OF SITE SPECIFIC SOIL TESTING: POOL CONSTRUCiTON SHALL BE BASED v ° 2103 & ASTM C 270. -_ - - .- _ _- - _ _ - - _ SECTION 19.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL �1 0 .. DESIRED WATER DEPTH, - - _ BUILDING OFFICIAL. ON AN E.F.P. OF 60 P.C.F. OR GREATER AND ALL CONCRETE IN CONTACT WITH SOIL ' 11'0" 9" 11" 12V 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. SHALL HAVE AT MIN: F'c = 4,590 PSI, TYPE V CEMENT AND W/C RATIO = 0.45 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF 4. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON SEE STRUCTURAL NOTE #1 SURFACE. SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION. SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S. NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6 UNDISTURBED OR 90% COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. NOTE: BOND BEAM PER TABLE 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, I I SPA AER -LINE NO. 1 &DETAIL #12. 2" 2 CONCRETE COPING. 9 1 2" 3RD AND/OR 4TH IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES / � I OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO MAY BE LOOPED EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL INTO SPA BOND CD tip, .;: , L.-- -, 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. ! MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID Z i LEVEL TOP OF GUNITE " COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, BEAM. MAINTAIN �r o I (2) #3 ,� i , (4) #3 BARS PER DETAIL #$ i i PROVIDE 2 112 ¢ � � i W/ GROUT &PLACE r�-� IDEAS. DETAILS. AND SPECIFICATIONS EITHER ORIGINAL OR I" CLR. TO REINF. � ¢ ` ' BARS. g --- DECKING � LISTED ELECTRICAL 'J' BOX. CLR. BETWEEN COPIES THEREOF TO BE MADE, COPIED OR ALTERED 8Y l 6" _0 #15 FELT OR 4 MIL. PARALLEL BARS. o N I" MIN. CLR.-<' ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE THICK x #3 BARS o VISQUEEN ON TOP. $ MIN. ABOVE DECK, WATER m� 3" ¢ " I AROUND ALL COPING FINISH BOND BEAM W/ (4) #3 BARS DECKING.) AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION SPA LIGHT 12 0•C' `� PIPES. , + #3 BARS 12" <- LINE OR FLOOD LINE WHICH TYLE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, o EA. WAY. O.C. EA. WAY. EVER IS GREATER. GRADE. PER TABLE #1 &DETAIL #12. , THE USER ACKNOWLEDGES THAT HE HAS READ & BOND BEAM PER TABLE NO. I. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. d s""" t""`""' SKIMMER - PLUMBING MAY BE LOCATED EQ. EQ. WATER - =1I: -R WATER COVER. �j :II iiF� I1=3 -I -1 IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL REINFORCING PER DETAIL #10. 6" LINE. 24 LINE. `,�� , ! n MIN. LAP (2) #3 BARS �� I \ ZCOMPACTED 2 1/2 MAINTAIN 1" CER. TO REINF. CER. BARS MAY BE OVER OR FOR USE ONLY AT NOT REQUIRED IF 6" MIN. �� 1 z W CLR. ¢ a UNDER VERTICAL BARS. CLEAR PROVIDED. , , BEND �MIN. BOND`` �; FILL x 53804 Ross Ave K a AROUND A BEAM �}�' I �q�� l q N �A PRECAST COPING OR BRICK La Quinta CA 92253 24" MIN. LAP CIRCULATION DRAINS: INTO SPA FLOOR #3 BARS ¢ UNDER�� - x \�� ` I rn U 12" PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH OR POOL WALL. ® 12"O.C. - N (2} #3 '7' BARS _ SKIMMER. #8 COPPER ~� ¢ \�GQ r �1� o s= ANTI -ENTRAPMENT GRATES AS SPECIFIED IN THE EA. WAY. �� j \'Pq �' ¢ �v� :c (2) #3 BARS �; 27-08792 GROUND WIRE r j QAs - #3 BARS BENT ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY \ BALANCED AND SYMMETRICALLY PLUMBED THROUGH °T" DAM WALL 6" DAM -LAP INTO SPA REINF. cn FVENEER. R 4$' O.C. SECTION AT SKIMMER C.E.C. APPROVED1 �1 aF \� - `° BENDS FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12" DAM -LAP INSIDE BARS INTO SPA REINF. FIXTURE =- C�a ` - _ ca VERT. STE=EL _ CONDUIT & GFCI -' 45' OR 90'. - _ L4 ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: - LAP OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT LENS --:1 : ty - - -- 6 4 BARS. 24" 6" RECESSED --i I I -TILE (} # POOL MIN. MIN. LIGHT. -! I1=� ��,6 r J BOND BEAM PER CD SPA DETAILS MAY BE USED (2) #3 BARS -III= Qo `f TABLE NO, 1. PLASTER CLR• N 67 SPA DETAILS - 613012 N . T. S. LAP EACH WAY =U 1-- � �� FOR SPAS WITHOUT POOLS. AROUND NICHE. 3" LAP,MITYP. r �`v B VENEER NOTCH OPTIONAL S BAR BOND BEAM p SLOPE EARTH SURFACE 1/4- PER 4'-0" MIN. IMPERVIOUS DECK CL�� } FOOT OR SLOPE DECKING 1/8- TO APPROVED SEALANT - ` . ,9T C J V 1/4" PER FOOT AWAY FROM POOL. SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER - 7 F CA1-� VERT. STEEL WOOD POST FROM F� #3 @ 6" O.C. ATTACHED PATIO COVER O 3 1/2" PER FOOT DRAIN I= (2) #3 BARS. NOTES: 5'-O" DEEP & BELOW. �� MAX. DEAD +LIVE LOAD = 2000 Ib. I�-- a 1. INSTALL NO. $COPPER GROUND WIRE FROfd LIGHT NICHE TO r IITL OR MAX. 2000 LB Da#e: 5! 1412X321 ,? x N 'T - NOTE: _' " BRASS CONDUIT TO POOL DEBAR, OR NON-METALLIC HORIZONTAL STEEL. �' ROCK ON BOND BEAM. I I LEVEL TOP OF BOND BEAM r, ``' J �5ATURATIQN^- PROVIDE CONTROL JOINTS 3" CLR. 5 MIN. #3 BARS ® 127 O.C. TYP. I I WITH GROUT &PLACE i5# CD a CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE I I FELT OR 4 MIL. VISQUEEN ON I RECOMMENDED WHERE APPROPRIATE. TYPICAL. TYPICAL. INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. ANCHORAGE PER PATIO COVER I �'� TOP OF BOND BEAM, w o PRIOR TO HOT£ PLAN. BOND PER ELECTRICAL � �•� I 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH . PLAN VALID ONLY WITH WET ry `-J POURING DECK. - PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS EXTRA REINFORCING TO IXTEND &PLUMBING NOTE 2• STAMP do ENGINEER'S SIGNATURE SEE ELECTRICAL AND 6 REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING FIXTURES U.L STANDARD 678. 24 MIN. EACH SIDE OF RAMP. MASTIC IN RED INK ON PLAN. PLUMBING NOTE #2 REGARDING OTHER EXP. MATERIAL. CONCRETE SHALL 3 1/2" MIN. CONC. DECKING. " f FOOTING RECOMMENDED NOT TOUCH COPING BOND BEAM OR �� STILE AUTHORIZED SIGNATURES: EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. @I CANTILEVER CONCREI(j RONALD L. LACHER, P.E. TODD L. LACHER, P.E. EXPANSIVE SOIL DETAILS ARENOT MET USETABLE 1, SCHEDULEMIN DECK R' [MTS N.T.s. 8 SKIMMER DETAIL N.T.s. g SECTION AT LIGHT N.T.S. 0 SHALLOW/DEEP END RAMP 1'I BOND BEAM DETAILS N.T.S. 2 MACHRIS TTHEW ITHOMPSON, P.E. SHEET: STANDARD PLAN APPROVALS:pool Ron Lacher, R.C.E. CITY OF LOS ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERNARDINO: #POOL -2019-00144 KERN COUNTY: #K201908764 STANDARD P L PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave. CITY OF ONTARIO: #B201904315 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) engineering Anaheim, California 92807 SAN DIEGO: MP #525633 ORANGE COUNTY: #MB20-0001 FRESNO COUNTY: REVS SUPPLEMENTAL NOTES THE 20'19 CALIFORNIA BUILDING CODE SIMI VALLEY: 2019-1 LOS ANGELES COUNTY: #26077-20 VENTURA COUNTY: S.P.A. # 6-2017 (REVS PEI 100 -VCO) STRUCTURAL PLAN (2018 INTERNATIONAL BUILDING CODE) Fax: {714} 630-6114 SANTA CLARITA: CITY OF BEVERLY HILLS: #13 Phone: (714) 1630-6100 COPYRIGHT 2019, POOL ENGINEERING INC. no. revisions date 0 SCALE: N.T.S. DWN BY: ZB DATE: 11-03-2021 SHEET: S-2 PLAN SHOWING POOL AND/OR SPA SHAPE, DEPTH, DISTANCE TO PROPERTY LINE, GRADE CHANGES & SLOPES AND ADJACENT STRUCTURES. 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC, AND OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. 3. POOL ENGINEERING INC. (PEI) RECOMMENDS THAT THE PROPERTY OWNER AND�OR POOL CONTRACTOR RETAIN A LICENSED GEOTECHNICAL CONSULTANT TO OBTAIN GEOTECHNICALLY RELATED DESIGN CRITERIA FOR THE PROPOSED POOL SITE. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND DR POOL CONTRACTOR TO REQUIRE THAT THE LICENSED GEOTECHNICAL, CONSULTANT CONFIRM THAT THE POOL STRUCTURAL PLANS PROVIDED MEET THE REQUIREMENTS OF THE PROJECT SITE AND THE GEOTECHNICAL REPORT. WHEN A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED TO PEI, IT IS THE OWNER AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE SITE GEOTECHNICAL CONDITIONS ARE SUITABLE FOR CONSTRUCTION OF THE PROPOSED POOL BASED ON THE PEI PLANS BEING USED. 4, THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE CONDITIONS AS SHOWN IN DETAIL ,#3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. 5. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON-STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE DECKING AND POOL GEOMETRICS. 6. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. 7. ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 EDITIONS OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 'CODE (CMC), CALIFORNIA PLUMBING CODE (CPG), CALIFORNIA ENERGY CODE, 2019 BUILDING ENERGY EFFICIENCY STANDARDS, 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE, AND LOCAL ORDINANCES. 8. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC STANDARDS AND/OR LOCAL CODES. 9. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 10,PUBL€C POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ASSISTIVE DEVICES FOR THE DISABLED. 11. CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE, POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. WHEN REQUIRED 81 THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC 5ECT10N 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE ANY STANDING OR WALKING SURFACE. B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. CONTINUOUS SHOTCRETE INSPECTION WHERE REQUIRED BY THE PERMITTING AGENCY, PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. TITLE 24 1. PUMPS SHALL BE WED PER SECTION 150(p) OF THE LATEST ADOPTED EDITION OF THE BUILDING ENERGY EFFICIENCY STANDARDS, 2. A LENGTH OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 PIPE DIAMETERS SHALL BE INSTALLED BEFORE THE PUMP. 3. ALL ELBOWS SHALL BE SWEEP ELBOWS. 4. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT. 4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE APPLIANCE EFFICIENCY RECULAIIONS, READILY ACCESSIBLE ON-OFF SWITCH, WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 4,2. SYSTEM IS INSTALLED WITH: A) AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 4,3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO PERMIT OFF PEAK OPERATION. FENCING AND BARRIERS 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. HIGH FENCING & GATES WITH NO OPENINGS 4" OR GREATER, GATES TO BE SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES THROUGH FENCING SHALL OPEN AWAY FROM THE POOL, MAXIMUM VERTICAL CLEARANCE FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES, WHERE THIS VARIES FROM LOCAL CODES, THE LOCAL CODES SHALL PREVAIL. 2. BARRIERS SHALL COMPLY WITH CBC SECTION 3109 (HS CODE §§ 1 1 59 20-11 59 29), INCLUDING LOCALLY ADOPTED AMENDMENTS. A. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER: 11.50 OF THE LOS ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL BE REQUIRED. THESE BARRIER REQUIREMENT'S SHALL BE ATTACHED TO THE SWIMMING POOL SITE PLAN. I -- MASONRY SCREEN OR GARDEN WALL. (RAISED OR NDT RAISED). E BUILDING FOOTING COUNTY OF LOS ANGELES SPECIAL NOTES BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" WALL DOES NOT REQUIRE * IF POOL WALL HEIGHT DOES NOT EXCEED 5' -fl" THEN NO ADDITIONAL FROM TOP OF POOL WALL SURCHARGE (IN COUNTY OF ELECTRICAL AND PLUMBING 1. IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN SURCHARGE DETAIL} ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE & BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) L.A. USE DETAIL 271-60) 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2019 CEC. SAFETYAAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF ACCORDANCE WITH CEC 680.26(B), BONDING TO PERIMETER SURFACES SHALL BE THE SITE PLAN. TYPICAL LONGITUDINAL SECTION N • T. s- 2 STANDARD WALL SECTION IN THE RANGECOUNTY SSPECIALOF ORANGE REFER TO NOTES" REGARDING DESIGN COQ ORA OR COUNTY OF N.T.S. TOOTHE POOL REINFORCING STEELORCOPPERACOR ONDUCTOR GRID ATSHALL MINIMUMATTACHED 2 B� LDING CODE (LACBC}NSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. 3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. THAN 1 1/2 FEET & SETBACK TO TDP OF DESCENDING SLOPE SHALL NOT BE LESS THAN SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTHER NOTE: 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS 2 1/2 FEET. WHEN LESS THAN 10' SLOPE SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EQUIVALENT FLUID PRESSURE EQUAL (SEE GENERAL NATES 4} THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL. 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM. TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT 15 SUBMITTED FOR REVIEW. # SURCHARGES NOT COVERED BY THIS BUND BEAM PER 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 1/4" PER NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. 7. PODL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE CITY OF SIMI VALLEY SPECIAL NOTES SURCHARGE DETAILS ARE REQUIRED. FOOT. WITH THE CPC. 1. SEE THE ATTACHED 'CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR ' E F G 8. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER. SPECIAL DETAIL REQUIRED TI - ANSIAPSP-7 AND 2019 CBC SECTION 3109 (HS CODE §§ 115920-115929}. 2• THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP} IS 6O PSF�FT (PCF} FOR POOLS ¢ m E.F.P. 3O P.C.F. 45 P.C.F. 62.4 P.C.F. 9. POTABLE WATER SUPPLY TO SWIMMING POOLS, SPAS, AND HOT TUBS SHALL BE WHEN LESS THAN POOL DEPTH OR H/4 I _ x m o -c I (1) #4 ® TOP SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE LLJ PROTECTED FROM BACKFLOW IN ACCORDANCE WITH CPC 603.5.20 ¢ L� `n I�WATERPRO�ING RECOMMENDED. p C �RTICAL C VERTICAL C VERTICAL 1O, CHEMICAL DISPENSERS SHALL COMPLY WITH 2019 CPC 5EC110iV 603.5.21 SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS (7.5' MAX. H/4) " I STEEL STEEL STEEL REPORT (CBC TABLE 1610.1). SPECIAL DETAIL REQUIRED HORI2. STEEL z 1. REQUIREMENTS FOR PROTECTION AGAINST BACKFLOW AND COMPLY WITH ASSE 1055. WHEN LESS THAN H/6 `° � 0 1 6" C.M.U. W/ BARS 0 12" Q.C. W6" 3 3 3" #3 a 12" UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES (10' MIN., 20' MAX.) #3 VERT. BAR ®24" QX O.C. - - - - - STRUCTURAL NOTES m 1 SOLID GROUT. 4'0" 3 3 4" 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 P5F. CONCRETE SHALL BE 1• WHERE 517E SPECIFIC 501E TESTING HAS NOT BEEN PERFORMED: POOLS SHALL COMPLY WITH SLOPE - PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% 1.1. POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EQUIVILENT FLUID PRESSURE ALTERNATIVE BOND ©a 4'6" 3" 3 5" COMPACT FILL. THIS PLAN 15 NOT SUITABLE WHERE POTENTIAL EXISTS FOR (E F•P•) OF 100 P.S.F, BEAM LOCATION BOND SEAM DIFFERENTIAL. MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, INCLUDING 1.2. ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE SETBACKS CBC 1808.7.3 & 1808.7.5 WATER 1 5'0" 3" 6" 3'fz" s" 5" #3 0 6" BUT NOT LIMITED TO CUT -FILL TRANSITIONS. STRENGTH (F'c) EQUAL TO 4,500 P.S.I., TYPE V CEMENT, AND W/C RATIO EQUAL TO ¢ VERT STEEL LINE. VERTICAL STEEL W/ 5'6" 3" 4" g" T 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH), n _ ADDITIONAL SPECIAL DETAILS SEE TABLE 5 24" MIN. EMBED. -- - _ 40 FOR #3 BARS AND $4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM 1.3. DROWNING PREVENTION SAFETY FEATURES SHALL BE PROVIDED PER COUNTY SURCHARGE CONDITIONS REQUIRED FDR CONDITIONS ABOVE N.T.S. SCHEDULES E, F OR G N TYP. HORI2. STEEL 3 -5101 :7'p - lir- - - - 3. (1) #4ABAR BETWEENEQUIVALENT BARS IS 2 BE USED IN PLACE OF (2) #3 BARS, WITH ORDINANCE N0.19-000 SECTION 7-1-56 SECTION AV1OO. 3 C 6'6" 4" 6" 8" THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM CITY OF SANTA CLARITA SPECIAL NOTES REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR. 'C' ,.3" - SPACING IS #4 BARS AT 1$" D.C.. CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL -- 7b" 5" 6" 4" 8" #3 C9� 3" 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP} CLR, - - - OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE. 7'6' 5 6' 8' GIVEN POINT IN THE POOL STRUCTURE. USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION 3 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM. ❑ BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF {REEF} MASONRY NOTES: 8'0' fi -- - -- $�" INSTALLED PRIOR TO PLACEMENT OF CONCRETE. o COUNTY OF SAN BERNARDINO SPECIAL NOTES (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE 8'6" 91h.6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1908 &SHALL HAVE 1 THESE PLANS ARE FOR PRIVATE RESIDENTIAL USE ONLY. ❑ __ APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND 1K� lK 1HEM lNC - - - -- A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE, 2, ALL POOL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL SWIMMING POOL SCHEDULE. - g'0" GRI , Iltu 1 p" SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY j' ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fits = 2000 psi, - - - - - - - _- _ - _- _ AND SPA CODE (ISPSC) AND COUNTY OF SAN BERNARDINO INFORMATION BULLETIN a a REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4 -INCH. a 2. GROUT SHALL CONFORM TO CBC BC SEC. 2103 & ASTM C 476 WITH fc=2,0O0 PSI. 9'fi" 9" 1O" 1 1 IB -0007. PERMIT APPLICANT SHALL PROVIDE PLANS SHOWING POOL ARCHITECTUAL � 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 CHAP, l9 & ASTM C 150. F n 4 POOL FLOOR THICKNESS p - DESIGN AND GEOMETRY. cn oo b MAY VARY TO ACHIEVE a 3. MORTAR SHALL BE TYPE M WITH fc = 2500 psi AND SHALL CONFORM TO CBC/IBC SEC. 10'0" 9" 11" 12" 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WgTW AC 318 3 IN THE ABSENCE OF SITE SPECIFIC SOIL TESTING: POOL CONSTRUCiTON SHALL BE BASED v ° 2103 & ASTM C 270. -_ - - .- _ _- - _ _ - - _ SECTION 19.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL �1 0 .. DESIRED WATER DEPTH, - - _ BUILDING OFFICIAL. ON AN E.F.P. OF 60 P.C.F. OR GREATER AND ALL CONCRETE IN CONTACT WITH SOIL ' 11'0" 9" 11" 12V 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. SHALL HAVE AT MIN: F'c = 4,590 PSI, TYPE V CEMENT AND W/C RATIO = 0.45 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF 4. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON SEE STRUCTURAL NOTE #1 SURFACE. SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION. SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S. NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6 UNDISTURBED OR 90% COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. NOTE: BOND BEAM PER TABLE 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, I I SPA AER -LINE NO. 1 &DETAIL #12. 2" 2 CONCRETE COPING. 9 1 2" 3RD AND/OR 4TH IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES / � I OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO MAY BE LOOPED EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL INTO SPA BOND CD tip, .;: , L.-- -, 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. ! MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID Z i LEVEL TOP OF GUNITE " COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, BEAM. MAINTAIN �r o I (2) #3 ,� i , (4) #3 BARS PER DETAIL #$ i i PROVIDE 2 112 ¢ � � i W/ GROUT &PLACE r�-� IDEAS. DETAILS. AND SPECIFICATIONS EITHER ORIGINAL OR I" CLR. TO REINF. � ¢ ` ' BARS. g --- DECKING � LISTED ELECTRICAL 'J' BOX. CLR. BETWEEN COPIES THEREOF TO BE MADE, COPIED OR ALTERED 8Y l 6" _0 #15 FELT OR 4 MIL. PARALLEL BARS. o N I" MIN. CLR.-<' ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE THICK x #3 BARS o VISQUEEN ON TOP. $ MIN. ABOVE DECK, WATER m� 3" ¢ " I AROUND ALL COPING FINISH BOND BEAM W/ (4) #3 BARS DECKING.) AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION SPA LIGHT 12 0•C' `� PIPES. , + #3 BARS 12" <- LINE OR FLOOD LINE WHICH TYLE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, o EA. WAY. O.C. EA. WAY. EVER IS GREATER. GRADE. PER TABLE #1 &DETAIL #12. , THE USER ACKNOWLEDGES THAT HE HAS READ & BOND BEAM PER TABLE NO. I. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. d s""" t""`""' SKIMMER - PLUMBING MAY BE LOCATED EQ. EQ. WATER - =1I: -R WATER COVER. �j :II iiF� I1=3 -I -1 IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL REINFORCING PER DETAIL #10. 6" LINE. 24 LINE. `,�� , ! n MIN. LAP (2) #3 BARS �� I \ ZCOMPACTED 2 1/2 MAINTAIN 1" CER. TO REINF. CER. BARS MAY BE OVER OR FOR USE ONLY AT NOT REQUIRED IF 6" MIN. �� 1 z W CLR. ¢ a UNDER VERTICAL BARS. CLEAR PROVIDED. , , BEND �MIN. BOND`` �; FILL x 53804 Ross Ave K a AROUND A BEAM �}�' I �q�� l q N �A PRECAST COPING OR BRICK La Quinta CA 92253 24" MIN. LAP CIRCULATION DRAINS: INTO SPA FLOOR #3 BARS ¢ UNDER�� - x \�� ` I rn U 12" PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH OR POOL WALL. ® 12"O.C. - N (2} #3 '7' BARS _ SKIMMER. #8 COPPER ~� ¢ \�GQ r �1� o s= ANTI -ENTRAPMENT GRATES AS SPECIFIED IN THE EA. WAY. �� j \'Pq �' ¢ �v� :c (2) #3 BARS �; 27-08792 GROUND WIRE r j QAs - #3 BARS BENT ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY \ BALANCED AND SYMMETRICALLY PLUMBED THROUGH °T" DAM WALL 6" DAM -LAP INTO SPA REINF. cn FVENEER. R 4$' O.C. SECTION AT SKIMMER C.E.C. APPROVED1 �1 aF \� - `° BENDS FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12" DAM -LAP INSIDE BARS INTO SPA REINF. FIXTURE =- C�a ` - _ ca VERT. STE=EL _ CONDUIT & GFCI -' 45' OR 90'. - _ L4 ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: - LAP OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT LENS --:1 : ty - - -- 6 4 BARS. 24" 6" RECESSED --i I I -TILE (} # POOL MIN. MIN. LIGHT. -! I1=� ��,6 r J BOND BEAM PER CD SPA DETAILS MAY BE USED (2) #3 BARS -III= Qo `f TABLE NO, 1. PLASTER CLR• N 67 SPA DETAILS - 613012 N . T. S. LAP EACH WAY =U 1-- � �� FOR SPAS WITHOUT POOLS. AROUND NICHE. 3" LAP,MITYP. r �`v B VENEER NOTCH OPTIONAL S BAR BOND BEAM p SLOPE EARTH SURFACE 1/4- PER 4'-0" MIN. IMPERVIOUS DECK CL�� } FOOT OR SLOPE DECKING 1/8- TO APPROVED SEALANT - ` . ,9T C J V 1/4" PER FOOT AWAY FROM POOL. SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER - 7 F CA1-� VERT. STEEL WOOD POST FROM F� #3 @ 6" O.C. ATTACHED PATIO COVER O 3 1/2" PER FOOT DRAIN I= (2) #3 BARS. NOTES: 5'-O" DEEP & BELOW. �� MAX. DEAD +LIVE LOAD = 2000 Ib. I�-- a 1. INSTALL NO. $COPPER GROUND WIRE FROfd LIGHT NICHE TO r IITL OR MAX. 2000 LB Da#e: 5! 1412X321 ,? x N 'T - NOTE: _' " BRASS CONDUIT TO POOL DEBAR, OR NON-METALLIC HORIZONTAL STEEL. �' ROCK ON BOND BEAM. I I LEVEL TOP OF BOND BEAM r, ``' J �5ATURATIQN^- PROVIDE CONTROL JOINTS 3" CLR. 5 MIN. #3 BARS ® 127 O.C. TYP. I I WITH GROUT &PLACE i5# CD a CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE I I FELT OR 4 MIL. VISQUEEN ON I RECOMMENDED WHERE APPROPRIATE. TYPICAL. TYPICAL. INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. ANCHORAGE PER PATIO COVER I �'� TOP OF BOND BEAM, w o PRIOR TO HOT£ PLAN. BOND PER ELECTRICAL � �•� I 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH . PLAN VALID ONLY WITH WET ry `-J POURING DECK. - PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS EXTRA REINFORCING TO IXTEND &PLUMBING NOTE 2• STAMP do ENGINEER'S SIGNATURE SEE ELECTRICAL AND 6 REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING FIXTURES U.L STANDARD 678. 24 MIN. EACH SIDE OF RAMP. MASTIC IN RED INK ON PLAN. PLUMBING NOTE #2 REGARDING OTHER EXP. MATERIAL. CONCRETE SHALL 3 1/2" MIN. CONC. DECKING. " f FOOTING RECOMMENDED NOT TOUCH COPING BOND BEAM OR �� STILE AUTHORIZED SIGNATURES: EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. @I CANTILEVER CONCREI(j RONALD L. LACHER, P.E. TODD L. LACHER, P.E. EXPANSIVE SOIL DETAILS ARENOT MET USETABLE 1, SCHEDULEMIN DECK R' [MTS N.T.s. 8 SKIMMER DETAIL N.T.s. g SECTION AT LIGHT N.T.S. 0 SHALLOW/DEEP END RAMP 1'I BOND BEAM DETAILS N.T.S. 2 MACHRIS TTHEW ITHOMPSON, P.E. SHEET: STANDARD PLAN APPROVALS:pool Ron Lacher, R.C.E. CITY OF LOS ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERNARDINO: #POOL -2019-00144 KERN COUNTY: #K201908764 STANDARD P L PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave. CITY OF ONTARIO: #B201904315 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) engineering Anaheim, California 92807 SAN DIEGO: MP #525633 ORANGE COUNTY: #MB20-0001 FRESNO COUNTY: REVS SUPPLEMENTAL NOTES THE 20'19 CALIFORNIA BUILDING CODE SIMI VALLEY: 2019-1 LOS ANGELES COUNTY: #26077-20 VENTURA COUNTY: S.P.A. # 6-2017 (REVS PEI 100 -VCO) STRUCTURAL PLAN (2018 INTERNATIONAL BUILDING CODE) Fax: {714} 630-6114 SANTA CLARITA: CITY OF BEVERLY HILLS: #13 Phone: (714) 1630-6100 COPYRIGHT 2019, POOL ENGINEERING INC. no. revisions date 0 SCALE: N.T.S. DWN BY: ZB DATE: 11-03-2021 SHEET: S-2 # SURCHARGES NOT COVERED BY THIS BUND BEAM PER 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 1/4" PER NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. 7. PODL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE CITY OF SIMI VALLEY SPECIAL NOTES SURCHARGE DETAILS ARE REQUIRED. FOOT. WITH THE CPC. 1. SEE THE ATTACHED 'CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR ' E F G 8. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER. SPECIAL DETAIL REQUIRED TI - ANSIAPSP-7 AND 2019 CBC SECTION 3109 (HS CODE §§ 115920-115929}. 2• THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP} IS 6O PSF�FT (PCF} FOR POOLS ¢ m E.F.P. 3O P.C.F. 45 P.C.F. 62.4 P.C.F. 9. POTABLE WATER SUPPLY TO SWIMMING POOLS, SPAS, AND HOT TUBS SHALL BE WHEN LESS THAN POOL DEPTH OR H/4 I _ x m o -c I (1) #4 ® TOP SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE LLJ PROTECTED FROM BACKFLOW IN ACCORDANCE WITH CPC 603.5.20 ¢ L� `n I�WATERPRO�ING RECOMMENDED. p C �RTICAL C VERTICAL C VERTICAL 1O, CHEMICAL DISPENSERS SHALL COMPLY WITH 2019 CPC 5EC110iV 603.5.21 SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS (7.5' MAX. H/4) " I STEEL STEEL STEEL REPORT (CBC TABLE 1610.1). SPECIAL DETAIL REQUIRED HORI2. STEEL z 1. REQUIREMENTS FOR PROTECTION AGAINST BACKFLOW AND COMPLY WITH ASSE 1055. WHEN LESS THAN H/6 `° � 0 1 6" C.M.U. W/ BARS 0 12" Q.C. W6" 3 3 3" #3 a 12" UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES (10' MIN., 20' MAX.) #3 VERT. BAR ®24" QX O.C. - - - - - STRUCTURAL NOTES m 1 SOLID GROUT. 4'0" 3 3 4" 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 P5F. CONCRETE SHALL BE 1• WHERE 517E SPECIFIC 501E TESTING HAS NOT BEEN PERFORMED: POOLS SHALL COMPLY WITH SLOPE - PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% 1.1. POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EQUIVILENT FLUID PRESSURE ALTERNATIVE BOND ©a 4'6" 3" 3 5" COMPACT FILL. THIS PLAN 15 NOT SUITABLE WHERE POTENTIAL EXISTS FOR (E F•P•) OF 100 P.S.F, BEAM LOCATION BOND SEAM DIFFERENTIAL. MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, INCLUDING 1.2. ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE SETBACKS CBC 1808.7.3 & 1808.7.5 WATER 1 5'0" 3" 6" 3'fz" s" 5" #3 0 6" BUT NOT LIMITED TO CUT -FILL TRANSITIONS. STRENGTH (F'c) EQUAL TO 4,500 P.S.I., TYPE V CEMENT, AND W/C RATIO EQUAL TO ¢ VERT STEEL LINE. VERTICAL STEEL W/ 5'6" 3" 4" g" T 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH), n _ ADDITIONAL SPECIAL DETAILS SEE TABLE 5 24" MIN. EMBED. -- - _ 40 FOR #3 BARS AND $4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM 1.3. DROWNING PREVENTION SAFETY FEATURES SHALL BE PROVIDED PER COUNTY SURCHARGE CONDITIONS REQUIRED FDR CONDITIONS ABOVE N.T.S. SCHEDULES E, F OR G N TYP. HORI2. STEEL 3 -5101 :7'p - lir- - - - 3. (1) #4ABAR BETWEENEQUIVALENT BARS IS 2 BE USED IN PLACE OF (2) #3 BARS, WITH ORDINANCE N0.19-000 SECTION 7-1-56 SECTION AV1OO. 3 C 6'6" 4" 6" 8" THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM CITY OF SANTA CLARITA SPECIAL NOTES REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR. 'C' ,.3" - SPACING IS #4 BARS AT 1$" D.C.. CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL -- 7b" 5" 6" 4" 8" #3 C9� 3" 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP} CLR, - - - OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE. 7'6' 5 6' 8' GIVEN POINT IN THE POOL STRUCTURE. USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION 3 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM. ❑ BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF {REEF} MASONRY NOTES: 8'0' fi -- - -- $�" INSTALLED PRIOR TO PLACEMENT OF CONCRETE. o COUNTY OF SAN BERNARDINO SPECIAL NOTES (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE 8'6" 91h.6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1908 &SHALL HAVE 1 THESE PLANS ARE FOR PRIVATE RESIDENTIAL USE ONLY. ❑ __ APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND 1K� lK 1HEM lNC - - - -- A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE, 2, ALL POOL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL SWIMMING POOL SCHEDULE. - g'0" GRI , Iltu 1 p" SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY j' ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fits = 2000 psi, - - - - - - - _- _ - _- _ AND SPA CODE (ISPSC) AND COUNTY OF SAN BERNARDINO INFORMATION BULLETIN a a REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4 -INCH. a 2. GROUT SHALL CONFORM TO CBC BC SEC. 2103 & ASTM C 476 WITH fc=2,0O0 PSI. 9'fi" 9" 1O" 1 1 IB -0007. PERMIT APPLICANT SHALL PROVIDE PLANS SHOWING POOL ARCHITECTUAL � 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 CHAP, l9 & ASTM C 150. F n 4 POOL FLOOR THICKNESS p - DESIGN AND GEOMETRY. cn oo b MAY VARY TO ACHIEVE a 3. MORTAR SHALL BE TYPE M WITH fc = 2500 psi AND SHALL CONFORM TO CBC/IBC SEC. 10'0" 9" 11" 12" 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WgTW AC 318 3 IN THE ABSENCE OF SITE SPECIFIC SOIL TESTING: POOL CONSTRUCiTON SHALL BE BASED v ° 2103 & ASTM C 270. -_ - - .- _ _- - _ _ - - _ SECTION 19.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL �1 0 .. DESIRED WATER DEPTH, - - _ BUILDING OFFICIAL. ON AN E.F.P. OF 60 P.C.F. OR GREATER AND ALL CONCRETE IN CONTACT WITH SOIL ' 11'0" 9" 11" 12V 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. SHALL HAVE AT MIN: F'c = 4,590 PSI, TYPE V CEMENT AND W/C RATIO = 0.45 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF 4. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON SEE STRUCTURAL NOTE #1 SURFACE. SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION. SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S. NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6 UNDISTURBED OR 90% COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. NOTE: BOND BEAM PER TABLE 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, I I SPA AER -LINE NO. 1 &DETAIL #12. 2" 2 CONCRETE COPING. 9 1 2" 3RD AND/OR 4TH IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES / � I OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO MAY BE LOOPED EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL INTO SPA BOND CD tip, .;: , L.-- -, 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. ! MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID Z i LEVEL TOP OF GUNITE " COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, BEAM. MAINTAIN �r o I (2) #3 ,� i , (4) #3 BARS PER DETAIL #$ i i PROVIDE 2 112 ¢ � � i W/ GROUT &PLACE r�-� IDEAS. DETAILS. AND SPECIFICATIONS EITHER ORIGINAL OR I" CLR. TO REINF. � ¢ ` ' BARS. g --- DECKING � LISTED ELECTRICAL 'J' BOX. CLR. BETWEEN COPIES THEREOF TO BE MADE, COPIED OR ALTERED 8Y l 6" _0 #15 FELT OR 4 MIL. PARALLEL BARS. o N I" MIN. CLR.-<' ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE THICK x #3 BARS o VISQUEEN ON TOP. $ MIN. ABOVE DECK, WATER m� 3" ¢ " I AROUND ALL COPING FINISH BOND BEAM W/ (4) #3 BARS DECKING.) AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION SPA LIGHT 12 0•C' `� PIPES. , + #3 BARS 12" <- LINE OR FLOOD LINE WHICH TYLE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, o EA. WAY. O.C. EA. WAY. EVER IS GREATER. GRADE. PER TABLE #1 &DETAIL #12. , THE USER ACKNOWLEDGES THAT HE HAS READ & BOND BEAM PER TABLE NO. I. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. d s""" t""`""' SKIMMER - PLUMBING MAY BE LOCATED EQ. EQ. WATER - =1I: -R WATER COVER. �j :II iiF� I1=3 -I -1 IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL REINFORCING PER DETAIL #10. 6" LINE. 24 LINE. `,�� , ! n MIN. LAP (2) #3 BARS �� I \ ZCOMPACTED 2 1/2 MAINTAIN 1" CER. TO REINF. CER. BARS MAY BE OVER OR FOR USE ONLY AT NOT REQUIRED IF 6" MIN. �� 1 z W CLR. ¢ a UNDER VERTICAL BARS. CLEAR PROVIDED. , , BEND �MIN. BOND`` �; FILL x 53804 Ross Ave K a AROUND A BEAM �}�' I �q�� l q N �A PRECAST COPING OR BRICK La Quinta CA 92253 24" MIN. LAP CIRCULATION DRAINS: INTO SPA FLOOR #3 BARS ¢ UNDER�� - x \�� ` I rn U 12" PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH OR POOL WALL. ® 12"O.C. - N (2} #3 '7' BARS _ SKIMMER. #8 COPPER ~� ¢ \�GQ r �1� o s= ANTI -ENTRAPMENT GRATES AS SPECIFIED IN THE EA. WAY. �� j \'Pq �' ¢ �v� :c (2) #3 BARS �; 27-08792 GROUND WIRE r j QAs - #3 BARS BENT ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY \ BALANCED AND SYMMETRICALLY PLUMBED THROUGH °T" DAM WALL 6" DAM -LAP INTO SPA REINF. cn FVENEER. R 4$' O.C. SECTION AT SKIMMER C.E.C. APPROVED1 �1 aF \� - `° BENDS FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12" DAM -LAP INSIDE BARS INTO SPA REINF. FIXTURE =- C�a ` - _ ca VERT. STE=EL _ CONDUIT & GFCI -' 45' OR 90'. - _ L4 ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: - LAP OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT LENS --:1 : ty - - -- 6 4 BARS. 24" 6" RECESSED --i I I -TILE (} # POOL MIN. MIN. LIGHT. -! I1=� ��,6 r J BOND BEAM PER CD SPA DETAILS MAY BE USED (2) #3 BARS -III= Qo `f TABLE NO, 1. PLASTER CLR• N 67 SPA DETAILS - 613012 N . T. S. LAP EACH WAY =U 1-- � �� FOR SPAS WITHOUT POOLS. AROUND NICHE. 3" LAP,MITYP. r �`v B VENEER NOTCH OPTIONAL S BAR BOND BEAM p SLOPE EARTH SURFACE 1/4- PER 4'-0" MIN. IMPERVIOUS DECK CL�� } FOOT OR SLOPE DECKING 1/8- TO APPROVED SEALANT - ` . ,9T C J V 1/4" PER FOOT AWAY FROM POOL. SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER - 7 F CA1-� VERT. STEEL WOOD POST FROM F� #3 @ 6" O.C. ATTACHED PATIO COVER O 3 1/2" PER FOOT DRAIN I= (2) #3 BARS. NOTES: 5'-O" DEEP & BELOW. �� MAX. DEAD +LIVE LOAD = 2000 Ib. I�-- a 1. INSTALL NO. $COPPER GROUND WIRE FROfd LIGHT NICHE TO r IITL OR MAX. 2000 LB Da#e: 5! 1412X321 ,? x N 'T - NOTE: _' " BRASS CONDUIT TO POOL DEBAR, OR NON-METALLIC HORIZONTAL STEEL. �' ROCK ON BOND BEAM. I I LEVEL TOP OF BOND BEAM r, ``' J �5ATURATIQN^- PROVIDE CONTROL JOINTS 3" CLR. 5 MIN. #3 BARS ® 127 O.C. TYP. I I WITH GROUT &PLACE i5# CD a CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE I I FELT OR 4 MIL. VISQUEEN ON I RECOMMENDED WHERE APPROPRIATE. TYPICAL. TYPICAL. INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. ANCHORAGE PER PATIO COVER I �'� TOP OF BOND BEAM, w o PRIOR TO HOT£ PLAN. BOND PER ELECTRICAL � �•� I 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH . PLAN VALID ONLY WITH WET ry `-J POURING DECK. - PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS EXTRA REINFORCING TO IXTEND &PLUMBING NOTE 2• STAMP do ENGINEER'S SIGNATURE SEE ELECTRICAL AND 6 REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING FIXTURES U.L STANDARD 678. 24 MIN. EACH SIDE OF RAMP. MASTIC IN RED INK ON PLAN. PLUMBING NOTE #2 REGARDING OTHER EXP. MATERIAL. CONCRETE SHALL 3 1/2" MIN. CONC. DECKING. " f FOOTING RECOMMENDED NOT TOUCH COPING BOND BEAM OR �� STILE AUTHORIZED SIGNATURES: EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. @I CANTILEVER CONCREI(j RONALD L. LACHER, P.E. TODD L. LACHER, P.E. EXPANSIVE SOIL DETAILS ARENOT MET USETABLE 1, SCHEDULEMIN DECK R' [MTS N.T.s. 8 SKIMMER DETAIL N.T.s. g SECTION AT LIGHT N.T.S. 0 SHALLOW/DEEP END RAMP 1'I BOND BEAM DETAILS N.T.S. 2 MACHRIS TTHEW ITHOMPSON, P.E. SHEET: STANDARD PLAN APPROVALS:pool Ron Lacher, R.C.E. CITY OF LOS ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERNARDINO: #POOL -2019-00144 KERN COUNTY: #K201908764 STANDARD P L PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave. CITY OF ONTARIO: #B201904315 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) engineering Anaheim, California 92807 SAN DIEGO: MP #525633 ORANGE COUNTY: #MB20-0001 FRESNO COUNTY: REVS SUPPLEMENTAL NOTES THE 20'19 CALIFORNIA BUILDING CODE SIMI VALLEY: 2019-1 LOS ANGELES COUNTY: #26077-20 VENTURA COUNTY: S.P.A. # 6-2017 (REVS PEI 100 -VCO) STRUCTURAL PLAN (2018 INTERNATIONAL BUILDING CODE) Fax: {714} 630-6114 SANTA CLARITA: CITY OF BEVERLY HILLS: #13 Phone: (714) 1630-6100 COPYRIGHT 2019, POOL ENGINEERING INC. no. revisions date 0 SCALE: N.T.S. DWN BY: ZB DATE: 11-03-2021 SHEET: S-2 SCALE: N.T.S. DWN BY: ZB DATE: 11-03-2021 SHEET: S-2 CALCULA TIONS METHODOLOGY: y = EQUIVALENT FLUID PRESSURE OTM = 1/6 y H3 WHERE y = 60 pcf NET MOM = OTM - RESISTING MOMENT 56g 11 OTM = 1/6 y H3 WHERE y = 62.4 pcf NET MOM = OTM + RESISTING MOMENT fs = M(12 in/ft) u Mt (12) As j d As (0.887) d fc = M(2) 12 in/ft jkad2 Mt (2)(12) (0.887)(0.339)(12) d2 1125 psi (1 /2) y H2 vc = (12 in/ft) j d y H2 (2x12)(0.887) d [ 55 psi f'c = 2,500 psi Fs = 20,000 psi fc = 0.45 f'c = 1125 psi Vc 1.1Tf-c =55 psi RESISTING MOMENT: RESISTING MOMENT ABOUT POINT A RM = Wi d, + W2d2 + ... W„d" di W I dl i i 2 W2 I dsT-d Wz d a 3 d W" = wt, W4 t 4 W4 t of segment" w5 d5 w5 d b d we d weA CASE I CASE II THIS DETAIL IS DESIGNED FOR EACH OF THE LOAD CASES DEFINED BELOW. y = 60 P.C.F. y = 62.4 P.C.F. CASE I CASE II FREESTANDING WALL EQUIVALENT FLUID PRESSURE = 60 P.C.F. RESULTS FOR NO RAISED BOND BEAM DEPTH .0. SOIL OTM ft-# WATER OTM ft-jf SOIL RM ft -1 WATER RM ft -0 NET Mom CASE i d1 SOIL CASE II d2 WATER VERTICAL STEEL fs p.s.i. fc p.s.i. is p.s.i. 3'-6" 429 446 106 -53 393 3' 3" #3 0 12" 15354 427 10.6 4'-G" 640 666 124 -55 611 3" 3" #3 0 6' 12275 508 13.9 5'-O" 1250 1300 230 -57 1020 334' 4i{h" " 17454 660 17.9 6'-0" 2160 2246 497 -2 1663 4' 5'1h" add 3 #4 8283 580 22.5 7'-0" 3430 3567 1046 315 3882 4' 51A" 13807 832 30.6 6'-O" 5120 5325 2259 971 6296 4" 6%. add 3 #4 18781 998 40.0 $'-6" 6141 6387 1 4820 886 7275 4" 1 71h' " 18671 889 14,91 RESULTS FOR 2'-6* MAX. RAISED BOND BEAM HEIGHT H SOIL OTM ft-j WATER OTM ft-# SOIL RM ft -1 WATER RM ft- NET Mom CASE i d1 SOIL CASE II d2 WATER VERTICAL STEEL fs fc ic V-6" 429 10 106 -53 323 3' 3" #3 0 12" 12607 351 10.2 4'-0" 640 35 116 -63 524 3' 3" #3 0 6' 10537 436 13.3 5'-0" 1250 163 135 -99 1115 3%' 3" " 19071 722 17.9 W-0" 2160 446 163 -165 1997 434' 3" #3 0 3- 13563 666 20.0 7'-0" 3430 948 251 -163 3179 5" 3" 19325 891 24L 8'-G" 5120 1730 508 -82 4612 6" 3" add 3 #4 14965 938 26.7 9'-0" 7290 2856 1031 195 6259 614" 4" r 18669 1064 31.2 0' 10000 1 4388 2082 611 7918 1 8" 5%" " 18993 1021 31.3 0" 13310 6387 667$ 291 6678 $34" 6%- INFLUENCE LINE 19921 1034 35.6 WIN x m V UNDISTURBED SOIL j4 BARS A 12" O.C. DISFANCE TO DAYLIGHT - 'Q' 'Q' = h/6 (1D'-0" MIN.. 20'-0" MAX.) OR PER SOILS REPORT. 3' CUR. TYP. HORIZONTAL STEEL SEE 3 BARS 0 12' O.C. TABLE 552 TYP. THROUGHOUT. TRANSITION WALL TO FLOOR STEEL a & THICKNESS TABLE 552 KEY MDTt / 'D' OR'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL do / GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH (SEE STANDARD STRUCTURAL PLAN, DETAIL #2) NOTES 1. KEYWAY MAY BE POURED -IN-PLACE PRIOR TO GUNITE (SHOTCRETE) APPLICATION OF POOL (I.E. COLD JOINT). EXPOSED SURFACE OF KEY SHOULD BE ROUGHENED TO A 1/4" AMPLITUDE FOR BONDING. 2. KEYWAY MAY BE OMMITED IF BOTTOM OF POOL EXCAVATION MEETS OR EXCEEDS THE REQUIRED HORIZONTAL DISTANCE TO DAYLIGHT, AS SPECIFIED ABOVE. BENCH AND STEP OPTIONS: 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES_ REINFORCING STEEL SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH), 2, THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL POOL DEPTH NO RAISED BOND BEAM COPING. H d1 d2 VERTICAL STEEL TYPICAL ADD BAR 3" BOND BEAM PER STANDARD TOP OF BOND BEAM 2'-G" 4'-0" POOL STRUCTURAL PLAN, (WALL W/ R.B.B.) REINFORCING DIAGRAM 2'--0" DETAIL #'1 ,1E #12 W/ (4) #4 BARS. 3" 3%' TOP OF POOL WALL 2'-0" HORIZONTAL STEEL 4 W 4}4" PER LOCAL EARTH LEVEL MAYL-,", v #3 BARS 12" D.G. 4" 5]4" ' BE AT TDP OF WA� / TYP. THROUGHOUT. z 5%' add 3 #4 2'-G" 6'-6" 'n m 5'%" BASIC GRID ! TOP OF BOND BEAM 4" 5]4" #3 BARS / (STANDARD WALL) 4" 5%' ® 12" O.C. / 8'-0" 4" 6}4" EACH WAY. VERTICAL STEEL. 8'-6' 4" 7}4" " SEE TABLE 552. d 1 61h" 4" " 3'-0' 9'-6" 7" 5" OPTIONALco 10'- 0' 8" a c� FILL -z ' CD 834" 6%" 3'-2" 11'-D' 834" 6w im /BEGINNING 0 D = 5'-0" RADIUS POINT. o I USE ,#3 BARS 6 12" O.C. � m � r VERTICAL REINFORCEMENT AS SPECIFIED IN TABLE STARTS A DISTANCE 'D' OR 'H' BEGINNING 0 D = C -O" VERT EL. STE `i DOWN FROM TOP DF POOL WALL OR MORE USE #� 4 BARS SEE TABLE 04 rJ /1 REINFORCEMENT OTHER THAN BASIC GRIDf 12" O.C. 552. �a Q I NEEDNOT EXTEND TO TOP OF POOL WALL. ADD BARS TO BE EQUALLY SPACED BETWEEN BASIC GRID. INFLUENCE LINE UNDERWATER LIGHT LAP 18' MIN d1 & d2 TO BE 5 CHANGED UNIFORMLY. _ FOR FOOTING PER DETAIL #10, SHEET 100 fl INTO POOL. d SEE TABLE 552. A UNDISTURBED SOIL j4 BARS A 12" O.C. DISFANCE TO DAYLIGHT - 'Q' 'Q' = h/6 (1D'-0" MIN.. 20'-0" MAX.) OR PER SOILS REPORT. 3' CUR. TYP. HORIZONTAL STEEL SEE 3 BARS 0 12' O.C. TABLE 552 TYP. THROUGHOUT. TRANSITION WALL TO FLOOR STEEL a & THICKNESS TABLE 552 KEY MDTt / 'D' OR'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL do / GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH (SEE STANDARD STRUCTURAL PLAN, DETAIL #2) NOTES 1. KEYWAY MAY BE POURED -IN-PLACE PRIOR TO GUNITE (SHOTCRETE) APPLICATION OF POOL (I.E. COLD JOINT). EXPOSED SURFACE OF KEY SHOULD BE ROUGHENED TO A 1/4" AMPLITUDE FOR BONDING. 2. KEYWAY MAY BE OMMITED IF BOTTOM OF POOL EXCAVATION MEETS OR EXCEEDS THE REQUIRED HORIZONTAL DISTANCE TO DAYLIGHT, AS SPECIFIED ABOVE. BENCH AND STEP OPTIONS: 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES_ REINFORCING STEEL SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH), 2, THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL POOL DEPTH NO RAISED BOND BEAM REO.D TR"' H d1 d2 VERTICAL STEEL to 3'6" 3" 3" #3 0 12" 2'-G" 4'-0" 3" 3" #3 A 6' 2'--0" 4'-6' 3" 3%' • � 2'-0" W -O" 314" 4}4" PER LOCAL 2'-0' 5'-6" 4" 5]4" ' 2'-0" V-0' 4" 5%' add 3 #4 2'-G" 6'-6" 4" 5'%" " 2'-O" 7'-0' 4" 5]4" ' 2'-0' 7'-6" 4" 5%' 2'-8" 8'-0" 4" 6}4" ' 2'-0' 8'-6' 4" 7}4" " 2'-0" TOTAL HEIGHT 2'-6' MAX. RNSED BOND BEAM RETD TRANS. H dl d2 v "'SAL STEEL to 3'6' 3" 3" 03 0 12" 2'-0" 4'-0" 3' 3" #3 0 6" 2'-0' 4'--6" 3" 3" • � 2'-0" 5'-0" 334" 3" PER LOCAL 2'-0' 5'-6" 434" 3" BUILDING CODE. 2'-0" 5'-C' 434" 3" #3 0 3' 2'-0" 6'-6" 434" 3" " 2'-0' 7'-0" 5' 3" 2'-8' 7'-6' 6" 3" 2'-8" 8'-0" 6' 3" add 3 #4 2'-10" 8'-6" 6' 334" 2'-1 I" 9'-O' 61h" 4" " 3'-0' 9'-6" 7" 5" 3'-2- '-2"10'--0' 10'- 0' 8" 534" 3'-2' 10'-6' 834" 6%" 3'-2" 11'-D' 834" 6w 3'-2' STEEL BASKET IS NOT REQUIRED + DRAIN PIPE SHALL NOT ENCROACH INTO GUNITE SHELL CIRCULATION DRAINS: PROVIDE (2) ANTI -VORTEX SUC11ON OUTLETS PER PUMP, COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE B. TYP, FLOOR 6" THICK MIN_ SHOTCRETE (GUNITE) W/ #3 BARS A 6' O.C. OR #4 BARS 0 12' O.C., EACH DIRECTION IN HIGH WATER TABLE, INSTALL HYDROSTATIC VALVE AND ROCK PACK AT LOW POINT, TYPICAL LONGITUDINAL SECTION NOTE ADDITIONAL FLOOR REINFORCING SURCHARGE CONDITION: USE TABLE 1 SCHEDULE 'D', OF SHEET 100 (BUILDING SURCHARGE) WHEN SETBACK TO BUILDING FOUNDATION 'W IS LESS THAN POOL DEPTH. (6' HIGH MAX. FREESTANDING MASONRY SCREEN OR GARDEN WALL DOES NOT REQUIRE SURCHARGE DETAIL) #4 BARS 0 12' O.C. HORIZONTAL IN KEY. 2 BARS MIN. EACH SIDE. 0:If) ccN4IM!KV4 E 0 O uj co r 0i U r U~ E� L7 �Z'7t~ 0 Ir - ¢a LLs CD v C .( . cnCL FOR USE ONLY AT revisions 2 STORY YVOOD 53804 Ross Ave in FRAME BUILDING La Quinta CA 92253 BASIC GRID #3 1500 #/FOOT MAX. � z BARS 0 12" O.C. ESS / z�� O DECKING. MINIMUM �! WATER SURFACE. � zLd • � jz ? . BELOW APPRWIDTH �J s d PER LOCAL N 67 ' BOND BEAM. BAND S p I BUILDING CODE. c * I ,W crT9 CIV `,- T pw oft� OF CAG\ 3'-0" MIN. I 1 Date: 511412021 I" V) m COPING I NO R.B.B. Q LO a Nol m y Q a BENCH/STEPS SEE OPTIONS 11f JI I ABOVE F L Y } Q II I 04 rJ /1 r I inI INFLUENCE LINE UNDERWATER LIGHT _ FOR FOOTING PER DETAIL #10, SHEET 100 SURCHARGE STEEL BASKET IS NOT REQUIRED + DRAIN PIPE SHALL NOT ENCROACH INTO GUNITE SHELL CIRCULATION DRAINS: PROVIDE (2) ANTI -VORTEX SUC11ON OUTLETS PER PUMP, COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE B. TYP, FLOOR 6" THICK MIN_ SHOTCRETE (GUNITE) W/ #3 BARS A 6' O.C. OR #4 BARS 0 12' O.C., EACH DIRECTION IN HIGH WATER TABLE, INSTALL HYDROSTATIC VALVE AND ROCK PACK AT LOW POINT, TYPICAL LONGITUDINAL SECTION NOTE ADDITIONAL FLOOR REINFORCING SURCHARGE CONDITION: USE TABLE 1 SCHEDULE 'D', OF SHEET 100 (BUILDING SURCHARGE) WHEN SETBACK TO BUILDING FOUNDATION 'W IS LESS THAN POOL DEPTH. (6' HIGH MAX. FREESTANDING MASONRY SCREEN OR GARDEN WALL DOES NOT REQUIRE SURCHARGE DETAIL) #4 BARS 0 12' O.C. HORIZONTAL IN KEY. 2 BARS MIN. EACH SIDE. 0:If) ccN4IM!KV4 E 0 O uj co r 0i U r U~ E� L7 �Z'7t~ 0 Ir - ¢a LLs CD v C .( . cnCL FOR USE ONLY AT revisions CD 53804 Ross Ave in C La Quinta CA 92253 W � � _j � z of ESS / z�� O c 3 �! �c � zLd • � jz ? o r~n �J s d to J N 67 ' IO rx p p. 6130120 2 c * crT9 CIV `,- T pw oft� OF CAG\ z Date: 511412021 I" V) FREESTANDING WALL WITH KEY EQUIVALENT FLUID PRESSURE = 60 P.C.F. DETAIL #552 DUE TO THE LENGTH OF THIS SWIMMING POOL AND OTHER SPECIFIC DESIGN ELEMENTS, THE USE OF A LOW SHRINKAGE SHOTCRETE MIX DESIGN IS REQUIRED. THE SHOTCRETE MIX SUPPLIER AND THE SHOTCRETE APPLICATOR SHALL COLLABORATE ON THE DEVELOPMENT OF A SHOTCRETE MIX DESIGN THAT WILL RESULT IN THE LOWEST POSSIBLE DRYING SHRINKAGE. THE MIX SHALL BE DEVELOPED BASED ON BUT NOT LIMITED TO: 1. THE USE OF SHRINKAGE REDUCING ADMIXTURES. 2. A PROVEN LOW SHRINKAGE AGGREGATE WITH AGGREGATE GRADATION SELECTED TO MINIMIZE CEMENT PASTE CONTENT AND WATER DEMAND. 3. MINIMIZING BOTH WATER CONTENT AND CEMENT PASTE CONTENT. 4. CEMENT SUPPLIER SELECTED BASED ON CERAMED MILL REPORTS FOR THE LOWEST AVAILABLE SHRINKAGE CEMENT. 5. FLY ASH TO REDUCE INITIAL HYDRATION AND THERMAL DIFFERENTIALS. 6. WATER REDUCERS. 7. AIR ENTRAPMENT AS A WATER REDUCER AND PUMP ABILITY AID. SHOTCRETE APPLICATION ALL PNEUMATICALLY APPLIED CONCRETE SHELL BE PERFORMED BY AN AMERICAN CONCRETE INSTITUTE (ACI) CERTIFIER NOZZLEMAN. CURING AS SOON AS POSSIBLE AFTER INITIAL SET, BEGIN SHOTCRETE CURING BY MISTING, SOAKER HOSES, SPRINKLERS, WATER PONDING WHERE APPROPRIATE OR OTHER APPROVED MEANS. SHOTCRETE MUST BE MAINTAINED CONTINUOUSLY WET FOR A MINIMUM OF 14 DAYS AND PREFERABLY LONGER. EXAMINATION FOR SHRINKAGE CRACKS PRIOR TO THE APPLICATION OF THE POOLS WATERPROOF FINISH SURFACE COATING, THE SHOTGRETE SHELL SHALL BE CLOSELY EXAMINED TO LOCATE ANY SHRINKAGE CRACKS. THE SHRINKAGE CRACKS SHALL BE INJECTED WITH HIGH PRESSURE EPDXY TO THE GREATEST DEPTH POSSIBLE IN THE CRACK. CERTIFICATION BY PROTECT GEOTECHNICAL ENGINEER THE PROJECT GEOTECHNICAL CONSULTANT SHALL EXAMINE THE POOL SITE AND POOL SUBGRADE AFTER EXCAVATION. PRIOR TO REINFORCEMENT PLACEMENT THE PROJECT GEOTECHNICAL CONSULTANT SHALL CERTIFY THAT THE MODULUS OF SUBGRADE REACTION IS UNIFORM UNDER ALL AREAS OF THE POOL STRUCTURE AND THAT THE POOL SUBGRADE SOIL IS CAPABLE OF SUPPORTING THE POOL WITHOUT THE POTENTIAL FOR SIGNIFICANT DIFFERENTIAL SETTLEMENT. FURTHER, THE PROJECT GEOTECHNICAL CONSULTANT SHALL CERTIFY THAT ALL GEOTECHNICAL RELATED ISSUES, INCLUDING FOUNDATION SETBACK FROM THE FACE OF ANY DESCENDING SLOPES, ARE IN CONFORMANCE WITH APPLICABLE CODES AND GOOD ENGINEERING PRACTICE. � C CLC) FOR USE ONLY AT revisions o 53504 Ross Ave P Q CL La [uinta 0192253 a � z of ESS/w ca z O a� t) ! 24 0 d {!7 J N 67 L� � Q p. 6!30/2 zm CL * 0 1 V 1 1 �� CD Lu Q O oor a OF CAL�4 d Date: 511412021 LARGE & IRREGULAR POOL SUPPLEMENT DETAIL FOR STANDARD POOL STRUCTURAL PLAN (TQ SUPERCEDE DETAIL. '2' OF SHEET 100) DETAIL #202 c / Cu N ou �cn0)u w N Q O E F- ;�° - - CD cf� �o 1,-0 o Lei O Q � J w O W U Z W 0 C/) W Ln N \LLT N Q Q U N �U)�/� v! 0 LL z 1 0 0 00 C� J LM Q J W ^Q 0 a_ J U) <U) _j O� O� � U r� V J no. revisions date 0 AT SCALE: N.T.S. DWN BY: ZB DATE: 11-03-2021 SHEET: S-3 CALCULA TIONS TYPICAL ADD BAR FREESTANDING WALL W/ BUILDING/FOOTING SURCHARGE REINFORCING DIAGRAM CALCULATION RESULTS: EQUIVALENT FLUID PRESSURE = 60 P.C.F. TOP OF POOL WALL RESULTS FOR 'X' = 1'-0" W/ NO RAISED BOND BEAM DEPTH 0 SOIL OTM ft-# LOAD OTM ft -;I WATER OTM ft -f SOIL RM ft-# WATER RM ft -1 NET Mom CASE I d1 SOIL CASE II d2 WATER VERTICAL STEEL fs fc Nc 3'-0' 270 158 281 97 -44 331 2%i' 334" #3 0 12" 15684 461 16.9 3'-6' 429 294 446 106 -53 617 23§" 3%' #3 A 6' 15076 665 22.5 4'-6" 911 657 948 165 -69 1403 3%- 3�1h' #3 0 4" 16396 753 24.3 5'-6" 1564 1105 1730 339 -19 2430 4%' 4' f3 10 3" 16594 780 25.7 6'-6" 2746 1611 2856 720 116 3637 5%' 5" add 2 14 17780 800 27.2 7'-8" 4219 2155 4388 1529 430 4844 6" 8" add 3 #4 15815 825 31.2 METHODOLOGY: (SURCHARGE LOADING BASED ON BOUSSINESQ METHOD, MOOIRED BY TERZAGI FOR TYPICAL BUILDING/FOOTING, 1,500 P.S.F. BEARING PRESSURE). y = EQUIVALENT FLUID PRESSURE CASE II CASE I OTM = 116-y H3 OTM = 1/6 y H3 + 2 E(P,)(0I WHERE y = 62.4 pcf WHERE y - 60 p.c.f. AND NET MOM = OTM + RESISTING MOMENT P, = 1/2((T, + Cr,., )(8 in) M(12 in/ft) Mt (12) r, - vertical distance from P to x depth. fs - - As j d As (0.887) d NET MOM = OTM - RESISTING MOMENT M(2) 12 in/ft 2'-6" fc - 2 ' Mt(2)(12) RESISTING MOMENT: RESISTING MOMENT A13OUT POINT A (0.887)(0.339)(12) d2 - 1125 psi RM = W1di+ W2d2 + ... W"d" Q� .203 n ff = � 7H' CASE I (1 /2) y H 2 w,d� 3" 3" #3 0 4" LATERAL LOAD ON POOL WALL FROM FOOTING SURCHARGE. (12 in/ft) j d w2 � 2 3jhn 3" " yHz W3 d a 4'-6" - - C 55 psi (2)(12)(0.887) d W4 d; of segment Vc = 2,500 psi 4�1h" 3" " 2'-0" 4" 3" #3 07 3" Fs = 20,ODO psi NCASE 'AA II fc = 0.45 f'c = 1125 psi 5'° 3' " Vs = 1.1 rfro-= 55 psi w 3'-0" LOADING DIAGRAM I: VV 6'-6" w� � 3'-6" 6'° 3' 3'-4" ws d 4'-0" y .C.F. 3'-10" d w" = wt W S-11" of segment 7�1h" 3X' 4 wE 8%" 33¢" add 2 #5 II :CA 8" 4" add 3 1 td� 9" 4" wB � 9'-0" 83h" 4%' 4'-4" 0" 43¢" add 3 ,45 THIS DETAIL IS DESIGNED CIL LOADING DIAGRAM II: QL - RESULTANT FROM FOR EACH OF THE LOAD x TYPICAL FOOTING. CASES DEFINED BELOW. REVO TRANS. 2'-6' MAX. RAISED BOND BEAM OL = 1500 PLF H m=H n=H dl d2 VERTICAL STEEL 0 to 2'0" N FOR X0.4 3" 3" 03 012- Q 2. ffh _ � 1.28m n q((;2+n� 2'-6" I. 2'-0" 3- 3' 2'-0" FOR m S 0.4 y = D P.C.F. Q� .203 n ff = � 7H' CASE I h 1(.16+n2)2 3'-6" 3" 3" #3 0 4" LATERAL LOAD ON POOL WALL FROM FOOTING SURCHARGE. c BASIC GRID #3 BARS 0 12" D.C. EACH WAY. FOOTING LOAD FROM BUILDING OR - PATIO STRUCTURE = 1,500 P.S.F. FROM ROOF RAFTER & FLOOR JOIST SPANS OF UP TO 32'-0" TRIBUTARY TO FOOTING. UNDISTURBED SOIL 1500 PSF MIN. BEARING VALUE J VERTICAL REINFORCEMENT AS SPECIFIED r % IN TABLE START'S A DISTANCE 'D' OR 'H' J DOWN FROM TOP OF POOL WALL. J REINFORCEMENT OTHER THAN BASIC GRID NEED NOT EXTEND TO TOP OF POOL = J WALL. ADD BARS TO BE EQUALLY SPACED BETWEEN BASIC GRID. J J � J 'X' = 1'-0' to 6'-11" ALSO SEE ALTERNATE CONDITION COPING. f I'. f J STD, BOND BEAM MAY BE PLACED 0 TOP OF WALL or 0 WATERLINE. l 12' VERTICAL STEEL SEE TABLE 571. BEGINNING 0 D = 5'-D" d USE #3 BARS 0 t2' O.C. BEGINNING 0 D = 6'-0' OR MORE USE #4 BARS 0 12" O.C. ig�TERNATE CONDITION a U 10'-O' OR LESS NDISTURBED SOIL 1500 PSF MIN. J BEARING VALUE -7 J RETAINING WALL. -! TABLE 571 2'-6" MAX. RAISED BOND BEAM DISTANCE TO DAYLIGHT - � a � o BOND BEAM PER STANDARD STRUCTURAL PLAN, DTL. #1 & #12 W/ (4) #4 BARS. TOP DF BOND BEAM (STANDARD WALL) -WATER UNE d � F HORIZONTAL STEEL ,#3 BARS 0 12' O.C. 1•%) � TYP. THROUGHOUT. ' i1' = h/6 (10'-O" MIN., 20-0" MAX.) OR PER SOILS REPORT. IF '0 IS LESS THAN h/6 (10'-0' MIN.), CONTACT POOL ENGINEERING, INC. THIS DETAIL TO BE USED WHEN VERTICAL STEEL. FREESTANDING CONDITION IS SEE TABLE 571. REQUIR® IN CONJUNCTION VATIH d1 & d2 TO BE BUILDING/FOOTING SURCHARGE. CHANGED UNIFORMLY. SEE TABLE 571. TABLE 571 NO RAISED BOND BEAM 'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH. (SEE STANDARD STRUCTURAL PLAN, DETAIL #2) 'X'- 1'-0" to 4'-11" 'X'- 5-0" & OVER TOTAL HEIGHT 2'-6' MAX. RAISED BOND BEAM REVO TRANS. 2'-6' MAX. RAISED BOND BEAM REQ'D TRANS. H dl d2 VERTICAL STEEL dl d2 VERTICAL STEEL 0 to 2'0" 3" 3" #3 0 12" 2'-0" 3" 3" 03 012- 2'-0" 2'-6" 3' 3" #3 03 6" 2'-0" 3- 3' 2'-0" ,3'-0' " a N 3 3 f 11 2 -0 11 w w 3 3 #3 0 6 i 2 -O" 3'-6" 3" 3" #3 0 4" 2'-0" 3" 3' " 2'-0" 4'-0" 3jhn 3" " 2'-0" 3" 3" #3 01 4" 2'-0" 4'-6" 33A" 3" #3 03 3" 2'-0" 4' 3" 2'-0" 5'-0" 4�1h" 3" " 2'-0" 4" 3" #3 07 3" 2'-O" 5-6" 4�1" 3" add 2 & 2'-5" 5'° 3' " 2'-3" 6'-0" 51h' 3" 3'-0" 5" 3" add 2 14 2'-1011 6'-6" 6" 3" add 3 ;#'4 3'-6" 6'° 3' 3'-4" 7'-0" 7" 3" 4'-0" 7" 3" add 3 #'4 3'-10" 7'-6" 7" 3" add 2 #5 4'-3" 8" 3' S-11" 8'-0" 7�1h" 3X' 4'-4" 8%" 33¢" add 2 #5 V-11" 8'-6" 8" 4" add 3 1 4'-4" 9" 4" S-11" 9'-0" 83h" 4%' 4'-4" 0" 43¢" add 3 ,45 S-11" 9'-6" 8�1" 5" 0 0 3" 4'-5" 9%� 53¢" S-11" 10'-0" 9" 5%" 4'-5" 9%' 53¢" S-11" 10'-6" 9" 6" 4'-5" 93¢" 63¢" 3'-11" 11'-0X 9" 6%X " 4f -5X 9%X 6)6X " 41-O.f TABLE 571 NO RAISED BOND BEAM 'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH. (SEE STANDARD STRUCTURAL PLAN, DETAIL #2) TOP OF BOND BEAM (WALL W/ R,B,B.) x � �¢ m � C3 'n a Iia N m = I HORIZ. STEEL ' #3 BARS 0 12" D.C. TYP. THROUGHOUT. SEE TABLE 571 TRANSITION WALL TO FLOOR STEEL & THICKNESS L m r r � C]QNI.?C, sM0 6. �_ Q 11 � C7 `° ti M Z -6r- m L C CY - <LL CD C •Q) ._ I` .75) c >�CL Q) Y- 1'-0" to 4'-11" Y- 5'-0" A OVER POOL DEPTH NO RAISED BOND BEAM REQ'D TRANS. NO RAISED BOND BEAM REQ'D TRANS. ❑ d 1 d2 VERTICAL STEEL d 1 d2 VERTICAL STEEL 0 to 2'0' 3" 3" #3 0 12" 2'-0" 3" 3" #3 0 12' 2'-0" n 2 -6 n 3 n 3 v #3 0 6 2$-0- a 3 a 3 a 2'-0' 3'-0" 3" 3" DECKING. xWATER 2'-O' 3" 3" #3 01 6" 2'-0- 3'-6- 3" 3" #3 0 4" 2'-0" 3" 3" " 2'-0" 4'-0" 3" 3" FREESTANDING WALL 2'-0' 3" 3" #3 01 4" 2'-0- 4'-6" 33¢" 3" #3 0 3" 2'-0" 4" 3' " 2'-0" 5'-0" 4" 31A 2'-0" 43¢" 3jh" #3 01 3" 2'-0- 5'-6" 41A 4" add 2 14 2'-0" 5" 4" " 2'-0" 6'-0" 5" 436" " 2'-C" 5%- 43%" add 2 ,#4 2'-0" 6'-6" 53¢" 5" add 3 0 2'-0" 6" 5" " 2'-0" 7'-0" 6" 5%' �+ 2'-0" 6" 6" add 3 ,#4 2'-0" 7'-B' 6' 6 or-" 2 -2 6 7 2'-OX 8'-OX 6" 6%. " 2f_3X 6X 7' " 21-0X 8'-6" 611 7' " 21_4X 6X 7X " 2'-0X TOP OF BOND BEAM (WALL W/ R,B,B.) x � �¢ m � C3 'n a Iia N m = I HORIZ. STEEL ' #3 BARS 0 12" D.C. TYP. THROUGHOUT. SEE TABLE 571 TRANSITION WALL TO FLOOR STEEL & THICKNESS L m r r � C]QNI.?C, sM0 6. �_ Q 11 � C7 `° ti M Z -6r- m L C CY - <LL CD C •Q) ._ I` .75) c >�CL Q) N C C) U ; N 0NCU r W (n 0) f O � LLJ U � Q � 1- O U � .` � n J O _l LU Qo U GI) LLQ U Z W 0 Cn co W Lo N LLI N >CY) Q Q U N U) 0 Z 1 0 0 00 J co Q J Q W ^Q 0 a_ J U) Q J 0� 0� � U V J no. FOR USE ONLY AT date N.T.S. 53504 Ross Ave P 0 La Quinta CA 92253 z 0 EXPANSION JOINT & SEALANT " MIN. STRAIGHT OR ANGLED1. Dp- ESS1 � LAP ALL STEEL 24" MIN. Z REQUIRED PER STD. POOL EXTERIOR POOL WALL. 0 6' LLJ �Z) J N 7 A �� 0 6J3012 z ma- `ray C1V 1L � p W O or- =1 2. MAINTAIN 2" CLEARANCE �o DECKING. xWATER OF CAL\4_ MATERIAL 2" TO CONTAIN ALL PLUMBING & Date: 511412021 POOL DECK SHALL NOT 3" 21.98792 � � SPLASH -OUT. (2) BARS WATER UNE. REINFORCING STEEL FREESTANDING WALL N WITH BUILDING/FOOTING SURCHARGE m EQUIVALENT FLUID PRESSURE = 60 P.C.F. {PLUS SURCHARGE} SEE LOADING DIAGRAM 13 BAR 012" O.C. DETAIL #571 N C C) U ; N 0NCU r W (n 0) f O � LLJ U � Q � 1- O U � .` � n J O _l LU Qo U GI) LLQ U Z W 0 Cn co W Lo N LLI N >CY) Q Q U N U) 0 Z 1 0 0 00 J co Q J Q W ^Q 0 a_ J U) Q J 0� 0� � U V J no. revisions date N.T.S. DWN BY: ZB 0 GENERAL NOTES: SHEET: S-4 0 EXPANSION JOINT & SEALANT " MIN. STRAIGHT OR ANGLED1. LAP ALL STEEL 24" MIN. REQUIRED PER STD. POOL EXTERIOR POOL WALL. 0 6' 12" 12' UNLESS NOTED OTHERWISE. STRUCTURAL PLAN, DETAIL S. EXTEND FINISH SURFACE TROUGH 2. MAINTAIN 2" CLEARANCE DECKING. xWATER LINE.BETWEEN MATERIAL 2" TO CONTAIN ALL PLUMBING & POOL DECK SHALL NOT 3" SPLASH -OUT. (2) BARS WATER UNE. REINFORCING STEEL BE SUPPORTED BY TROUGH. CLR. � (2) #3 BARS HORIZ. HORIZONTAL 3. FOR POOL WALL GUNITE 13 BAR 012" O.C. S� a t (2) #3 BARS THICKNESS & STEEL VERTICAL & HORIZ. "' HORIZONTAL. REINFORCING, SEE STANDARD POOL STRUCTURAL PLAN. o (2) HfJR12- BARS s x s" TROUGH, 4. FINAL CONFIGURATION OF WEIR r~ . 2 12 CLR. O.C. 3' CLR. #3 BAR 012 O.C. AS DIRECTED BY CONTRACTOR. Li ai o > CO r o LjQN�M �+ PVC_ PIPE. a VERTICAL & HORIZ. 5. GUTTER TROUGH TO BE co co or-" POOL AREA. WATERPROOFED. y c¢i n ❑ . 6. SPECIAL PRECAUTIONS MUST r -- ,J3 BAR 012' D.C. 4 #3 BAR 0 12 0.c. � ZPOOL AREA. BE TAKEN TO WATERPROOF ? N _z PENETRATIONS INTO TROUGH. a N C M t BOND BEAM REINFORCING BOND BEAM REINFORCING C r ¢ IL IL -4 PER STD. POOL STRUCTURAL PER STD. POOL STRUCTURAL UNDISTURBED SOIL PLAN, DETAIL 11 & #12. PLAN, DETAIL #1 & # 12. 1500 PSF MIN. CLR' BEARING VALUE2" 2" Z C UNDISTURBED SOIL 1500 PSF MIN. <---SEE GENERAL NOTES #3. '� ' <__SEE GENERAL NOTES #3. BEARING VALUE 3' CLR. 3' CTR. .CD L Q] TROUGH AT LEVEL EDGE A TROUGH AT TOP OF WEIR WALL B 2'-6' MIN. 2'-6' MAX. EXPANSION JOINT & SEALANT REQUIRED PER STD. POOL VARIES 6" VARIES STRUCTURAL PLAN, DETAIL #8, VARIES fi' #3 8 12' O.C. DECKING. MIH, MIN. POOL DECK SHALL NOT BE SUPPORTED BY TROUGH. J FOR USE ONLY AT o 11F WATER UNE. 4 #4 0 if O.C. �, 2" 5' `� 53504 Ross Ave z z { (2) #3 HORIZ. BARS AT TOP. (2) #3 HORIZ. BARS AT IDP.i� LEVELp OF GUTTER WALL NTH WATER LINE. La Quinta CA 92253 w 3" GLR 2" CLR GROUT & PLACE 15# FELT OR 4 MIL. p RECTANGULAR TROUGH V15QUEEN ON TOP OF GUTTER WALL i (2) #3 BARS EDS f Z_ O v C) , #3 BAR 0 12" O.C. (2) #3 CONTINUOUS HORIZ. BARS, HORIZONTAL. 1 6 L z � I w VERTICAL & HORIZ. 3' [ten 'i • p CUR.< #3 BARS & 12' O.C. VERTICAL & HORIZ. ca ren N 70 J w Z) p z a . 613012 z Z m POOL AREA. BOND BEAM REINFORCING * o N I� PER STD. POOL STRUCTURAL #3 BAR 012" at PLAN, DETAIL #1 & # 12. a ` POOL AREA. �s� C ` `J j 1 V � O ¢ BOND BEAU REINFORCING 'a d � z 7 �_ ate_ OF CAL\4 z Lj �5 CD UNDISTURBED SOIL 1500 PSF MIN. PER STD. POOL STRUCTURAL PLAN, DETAIL #1 & #12 Date: 5/14/2021 _ t= BEARING VALUE 7 SEE GENERAL NOTES #3. UNDISTURBED SOIL 1500 PSF MIN. SEE GENERAL 21.9$792 BEARING VALUE 7 NOTES #3. 3' OUR. 2" CLR. 3' CLR, 2' CUR. VANISHING OR ZERO EDGE TROUGH p & OVERFLOW GUTTER DETAIL W f 0110 OVERFLOW GUTTER D DETAIL #649 o 'H AT ZERO EDGEC N C C) U ; N 0NCU r W (n 0) f O � LLJ U � Q � 1- O U � .` � n J O _l LU Qo U GI) LLQ U Z W 0 Cn co W Lo N LLI N >CY) Q Q U N U) 0 Z 1 0 0 00 J co Q J Q W ^Q 0 a_ J U) Q J 0� 0� � U V J no. revisions date N.T.S. DWN BY: ZB 0 11-03-2021 SHEET: S-4 0 0 SCALE: N.T.S. DWN BY: ZB DATE: 11-03-2021 SHEET: S-4 THIS PLAN IS INTENDED FOR THE STRUCTURAL DESIGN ONLY. THE POOL. CONTRACTOR OR DESIGNER IS ADVISED TO REFER TO THE LATEST EDITION OF THE APSP BUILDERS MANUAL FOR PROPER VANISHING EDGE CONSTRUCTION TRADE PRACTICE, INCLUDING BUT NOT LIMITED TO CATCH POOL SIZING, CONFIGURATION AND DROP FROM MAIN POOL. 6' 3'-0' MAIL BASIN WIDTH (2) #4 � I CLR. BARS. ;I-�Ik ;I EARTHLEVEL f MAY BE AT ai TOP OF WALL• ■ f � f i N #3 BARS 0 - 12" O.G. E.W. #4 BARS 0 6' O.C. VERTICAL. #3 BARS 0 — 12' O.C. HORIZ. DISTANCE TO DAYLIGHT - 'Q' 'Q' = h/6 (10'-0' MIN, 2O' -O' MAX) OR PER SOILS REPORT. Jo BASIN FLOORABOVE"POOL FLOOR � NOTE: HORIZ BARS MAY BE OVER OR UNDER VERT. BARS, MAINTAIN SPECIFIED CLEARANCE 12' MIN. TO VERT BARS. (4) #4 BARS AT TOP. CLR. �t — FOR GUNITE THICKNESS & STEEL REINFORCING SEE TABLE 651. #3 BARS A 12' O.C. HORIZ. TYP. � w CL z C-4 EARTH LEVEL MAY BE AT TOP OF WAU_7� l Lu r w J cn J r Q (2) #4 BARS. I -- EG. EO. BASIN WIDTH r� 2' CLR. #3 BARS 0 - 12" O.C. E.W. #4 BARS 0 6- O.C. VERT. #3 BARS 0 — 12' O.C. HORIZ. (4) #4 BARS AT TOP. RIg � t �t � 2' 3' CLR. sTYP. c� 24" MIN. LAP x FOR GUNITE THICKNESS w r � /INT 4'-0' SEE TABLE 651. '--#3 BARS 0 12" O.C. 12" s = �c tj N 4 iz c INTO POOL WALL S17 Oa O.C. E.W. IN KEY. " DISTANCE TO DAYLIGHT - 'Q' 'Q' = h/6 (10'-0' MIN, 2O' -O' MAX) OR PER SOILS REPORT. Jo BASIN FLOORABOVE"POOL FLOOR � NOTE: HORIZ BARS MAY BE OVER OR UNDER VERT. BARS, MAINTAIN SPECIFIED CLEARANCE 12' MIN. TO VERT BARS. (4) #4 BARS AT TOP. CLR. �t — FOR GUNITE THICKNESS & STEEL REINFORCING SEE TABLE 651. #3 BARS A 12' O.C. HORIZ. TYP. � w CL z C-4 EARTH LEVEL MAY BE AT TOP OF WAU_7� l Lu r w J cn J r Q (2) #4 BARS. I -- EG. EO. BASIN WIDTH r� 2' CLR. #3 BARS 0 - 12" O.C. E.W. #4 BARS 0 6- O.C. VERT. #3 BARS 0 — 12' O.C. HORIZ. (4) #4 BARS AT TOP. NOTE: HORIZ. BARS MAY BE OVER OR UNDER VERT. BARS, MAINTAIN SPECIFIED CLEARANCE TO VERT BARS. EARTH LEVEL MAY BE AT CL TOP OF WALL a r l (2) #4 BARS. J BASIN WIDTH #3 BARS 0 - 12' O.C. E.W. 'I� " U t #4 BARS 0 6" F O.C. VERTICAL. � l #3 BARS 0 12 f� O.C. HORIZ. wl � RIg � t �t � 2' #3 0 12" CLR. 24" MIN. LAP — FOR GUNITE THICKNESS 04 BARS & STEEL REINFORCING 4'-0' SEE TABLE 651. '--#3 BARS 0 12" O.C. 12" HORIZONTAL, TYP. NOTE: HORIZ. BARS MAY BE OVER OR UNDER VERT. BARS, MAINTAIN SPECIFIED CLEARANCE TO VERT BARS. EARTH LEVEL MAY BE AT CL TOP OF WALL a r l (2) #4 BARS. J BASIN WIDTH #3 BARS 0 - 12' O.C. E.W. 'I� " U t #4 BARS 0 6" F O.C. VERTICAL. � l #3 BARS 0 12 f� O.C. HORIZ. wl � BOND BEAM � t w � a #3 0 12" 3,--0" 24" MIN. LAP W = El a 04 BARS " 4'-0' 12'° cEl t2 'n a o 0 8' EMBEDMENT 12" #4 BARS 12' �c o ¢ o 0 c INTO POOL WALL ia O.C. E.W. IN KEY. " CL it ZUNDISTURBED SOIL• 150D PSF MIN. BEARING 15' KEY WIDTH DISTANCE TO DAYLIGHT - 'Cr 'Q' = h/6 (10'-O" MIN, 20'-O" MAX) OR PER SOILS REPORT. CONDITION B: B BASIN FLOOR AT SAME ELEVATION AS POOL FLOOR Lv t w is w. #3 BARS 0 12' O.C. E.W. MIN. LAP IN POOL FLOOR. NOTES: 94 BARS 0 12" 1. BASIN WALL & FLOOR DIMENSIONS SHALL NOT O.C. EACH WAY BE EXCEEDED. IN KEY. 2. ALL STEEL SHALL BE 3" CLR. FROM EARTH. T ALL LAPS TO BE 24" MIN, L UNDISTURBED SOIL 3. WEIR PITCH ANGLE MAY VARY IN DEGREE AND 15' M 1500 PSF MIN. BEARING DIRECTION TO SUIT CONTRACTOR OR OWNER KEY 'AnTH y DESIGN INTENT. r-6" 4. KEYWAY MAY BE POURED -IN-PLACE PRIOR TO GUNITE (SHOTCRETE) APPLICATION OF POOL (I.E. COLD JOINT). EXPOSED SURFACE OF KEY SHOULD BE ROUGHENED TO A 1/4' AMPLITUDE FOR BONDING. 5, KEYWAY MAY BE OMMITED IF BOTTOM OF POOL EXCAVATION, EXCLUDING THE CANTILEVERED BASIN, MEETS OR EXCEEDS THE REQUIRED HORIZONTAL DISTANCE TO DAYLIGHT. #4 BARS 0 6' O.C. $' EMBEDMENT INTO POOL WALL 3' C L DISTANCE TO DAYLIGHT - 'Q' 4 15' 'Q' = h/6 (10'-0' MIN, 20'-0' MAX) KEY WIDTH OR PER SOILS REPORT. CONDITION A; BASIN FLOOR BELOW POOL FLOOR A TABLE 651 'D' IS DISTANCE FROM TOP OF POOL WALL (4) #4 BARS AT TOP. N U 2" CLR. - FOR GUNITE THICKNESS & STEEL REINFORCING SEE TABLE 651. a �UNDISTURBE SOIL 1500 PSF >t z MIN. BEARING ,#4 BARS 0 12" O.C. EACH WAY IN KEY. TYPICAL REBAR DOWNWARD. BEGIN SPECIFIED STEEL FOR USE ONLY AT REINFORCING DIAGRAM & GUNITE THICKNESS AT INDICATED 'D'. (SEE STANDARD STRUCTURAL PLAN, DETAIL #2) 53804 Ross Ave TOP OF POOL WALLPOOL NO RAISED La Ouinta CA 92253 BASIC GRID #3 BARS 0 12' O.C. EACH WAY. VERTICAL REINFORCEMENT AS SPECIFIED IN TABLE STARTS A DISTANCE 'D' OR 'H' DOWN FROM TOP OF POOL WALL. REINFORCEMENT OTHER THAN BASIC GRID NEED NOT EXTEND TO TOP OF POOL WALL. ADD BARS TO BE EQUALLY SPACED BETWEEN BASIC GRID. DEPTH BOND BEAM D t VERTICAL STEEL 0' to 2'-6" 12" #3 0 12" 3,--0" 12" #3 0 6" 3'-6" 12" " 4'-0' 12'° " 4'--6" 12" " S'-0" 12" #3 0 3" 5-6" 12" " 6'-0" 12" 6'-6" 12" " 7'-0" 12" add (3) # 7-6" 12" " S' -C" 12" " 8'-6" 12" ' ESSI 4 � f N 67 p. 613012 �V ILS* OP CAS Date: 611412U21 -08792 a 0 u'I 3�rC L]Q NCflR`% jD Z 'a; W m C 0 IG jt G m- <LL N Q1 c CL (D z� C� Z 2 O U LLJ Z� 30 (n_j w 7) Q z LJ a- Zx Z cn C) oLu ock� y� aQ 4 VANISHING EDGE WITH KEY a CANTILEVERED BASIN EQUIVALENT FLUID PRESSURE = 60 P.C.F. �m DETAIL #651 N N IJ U N i C1 �(Nu LLI JD CD E r'-° �a C:) f o LO o GI) Lu U z W 0 Cn W co N LLI N > cy) Q Q U N U) co O �z C) O 00 C1 J LO Q J Q W ^Q^ 0 a_ J U) < J 0. O� O� � U L.L Cn no. revisions date SCALE: N.T.S. DWN BY: ZB DATE: 11-03-2021 SHEET: S-5 SCALE: N.T.S. DWN BY: ZB DATE: 11-03-2021 SHEET: S-5 BENCH AND STEP OPTIONS: NOTE: FLOOR TO WAIL TRANSITION NOTE: TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS RADIUS 14AY VARY DEPENDING ON BOND BEAM HORIZONTAL BARS MAY BE I 1 TH€S STANdARd POOL STRUCTURRL FLAN MST BE ACCOMPANIED BY A CLEAR PLOT 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL CONTRACTOR OR OMER DESIGN INTENT. OVER OR UNDER VERTICAL BARS SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). WOOD FRAME BUILDING RADIUS SHALL NOT BE LESS THAN TYPICAL INCLUDING ALL SPECIAL 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN (2 -STORY W/ SLAB ON 1 --FOOT ANU SHALL NOT EXCEED 5 -FEET. THE STRUCTURAL POOL SHELL REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. GRADE or 1 -STORY W/ APPROVED SEALANT RECOMMENDED (PER BASIC GRD3 CRAWL SPACE) DETAIL ,$8). REQUIRED W/ EXPANSIVE SOIL. TABLE 1 TABLE 5 BAR1 S 0 i2' O.D.C. 15OQ #/FwT AIAX. COPING r� DRAIN BOND BEAM DECKING MINIMUM A TABLE TABLE TABLE WATER SURFACE. SEE TABLE #1 do DETAIL #12. WIDTH PER LOCAL B F G BONNDDX. BEA�M. BELOW j BUILDING CODE. 'W' I o I 3'-O" MIM. I z d ¢ m I ¢ CLJ !� an m I COPING g w ¢ is a NO R B.B. o 3' -�1n a- rw-I z CLR. m o BENCH/STEPS - - - - 1- a SEE OPTIONS Tlz ABOVE UNDISTURBED SOIL. i r T INFLUENCE 1500 PSF MIN.I F -I BEARING VALUE.� j LINE ,� CINDER- II FOR FOOTING C` SHOTCRETE COVER WATEiR SURCHAIRGE= TO BE CHANGED + I LIGHT PER �, UNIFORMLY. DETAIL #10, �,. ANDD #3 0 12" O C - SEE TABLE 1 `'� LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAY--). ■ FOR EXP. SOILS. VARY LOCATE STEEL 3" CLR FROM EARTH I• STEEL BASKET I5 NOT REQUIRED l TLP. FLOOR SAKHARGE CMM: VERTICAL STEEL. 24" MIN. 6" THICK MIN. SHOTCRETE (GUNITE=) USE TABLE 1 SCHEDULE V. SEE TABLE 1 DRAIN PIPE SHALL NOT WN/ #3 BARS 0 12" O.C. (BUILDING SURCHARGE) WHEN ;3 1 EXTEND WALL ENCROACH INTO GUNITE SHELL EACII DIRECTION DETAILS. NON-EXPANSIVE EXPANSIVE NO 0ECK/HKC1 EXP. SUIVC SURCHARGE A B C D (3) #3 BARS. SAM (4) #3 BARS. (4) #3 BARS. \alf- (4) #3 BARS. E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. 45 P.C.F. D R 3'Q" 1'-0" :'6" 1'-O" C 3 VERTICAL ST 3 - - - - - THEIN G NAG, O VERTICAL S - 3 3 - 3" 3% 4" - 4 4 - ItdEERI INC. 5 6"do C 3" VERTICAL STEEL #3 0 12" #3 0 6" - - VERTICAL S 3 " 3' - 4' 5' m - 5m" S s - GINEE N�, 3" 4'0" 1'-0" 4'6" 1'-0" 5'0" 1'-6" 3" 3" 4" 5" 5' 5'6" 2'- 0' 6'O" 2'-6° 6'6" 3'-0" 3" 3 S. E3' 7" 7'0" 3'-6a 7'6" 4'-0' POOL BASED ON THE PEI PLANS BEING USED. e" 4. THIS PLAN IS NOT VAUD WITHOUT ADDITIONAL SURCHARGE DETAILS WEN THE 8'0" 4'-6" 3" ---- SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 5. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED T4 BE APPLICABLE TO 4.2. SYST'FM IS INSTALLED WITH: NON-STRUCTURAL rEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, A) AT LEA51 3$' PIPE BETWEEN FILTER do HEATS FOR FUTURE SOLAR HEATING. FENCING, CONCRETE DECKING AND POOL GEOMETRICS. B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 6. DECKING CONSTRUCTION IS SHOM AS RECOMMENDED MINIMUM CONSIRUCTLON AND IL DOES NOT DEMONSTRATE A SYSTEM THAT WILL RES15T HEAVING DUE TO SOL j I PLAN SHOWING POOL AND/OR SPA SHAPE, DEPTH, DISTANCE TO PROPERTY LINE, VMLN Kr ALU BY THE 9UILDING UFFICIAL, GLA7JNG SHALL CUMPLY VR IM THE CBC SECTION 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS, GRADE CHANGES & SLOPES AND ADJACENT STRUCTURES. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAZE NOT INSPECTED THE SITE & ARI_ ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE A. THE DOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOW ANY STANDING OR THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE WALKING SURFACE. CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD S. THE CLAMNG IS WIIHTN 5 FEET OF A SHIMMING POOL OR SPA DECK AREA OWRN%`OO'GTHE NAPeE COR ONTRACTOR a o> PENGINEERING RESPONSIBILITY AND OBTAIN PLJ SPECIAL CON11NUOUS SHOTQ%M INSPECTION ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIW SOIL DETAILS ARE VAUD ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGIING INC W, REQUIRED BY THE PERMITTING AGENCY, PNEUMATIC CONCRETE PLACEMENT SHALL BE RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS DEPORT. RREPOR INSPECTED BY A SPECIAL INSPECTOR IN CONFORMANCE WITH CBC SECTION 1744, WHO SHALL 3. POOL ENGINEERING INC. {PEI} RECOMMENDS THAT THE PROPERTY OWNi:R AND/OR POOL_ SUBMIT A STATEMENT INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. CONTRACTOR RETAIN A LICENSED GEOTECHNICAL CONSULTANT TO OBTAIN TITLE 24 GEOTECHNICALLY RELATED DESIGN CRITERIA FOR THE PROPOSED PUO. SITE. IT IS THE 7" RESPDN913UTY OF THE PROPERTY OWER AND/OR POOL CONTRACTOR TO REQUIRE 1. PUMPS SHALL BE S17FD PER SECTION 150(p) OF THE LATEST ADOPTED EDITION OF THE THAT THE LICENSED GEOTECHNICAL_ CONSULTANT CONFIRM THAT THE POOL STRUCTURAL BUILDING ENERGY EFFICIENCY STANDARDS. PLANS PROVIDED MEET THE REQUIREMENTS OF THE PROJECT SITE AND THE 2 A LENGTH OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 PIPE DIAMETERS SHALL IBE GEOTECHNICAL REPORT. WHEN A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED To INSTALLED BEFORE THE PUMP. PEI, IT IS THE OWNER AND/OR CONTRACTOR'S RESPONSIMIU Y TO VERIFY THAT THE 3, ALL ELBOWS SHALL BE SWEEP ELBOWS. SITE GEOTECHNICAL CONDITIONS ARE SUITABLE FOR CONSTRUCTION OF THE PROPOSED 4. MANDATORY REWREWMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT: POOL BASED ON THE PEI PLANS BEING USED. 4.1. SYSTEM 15 CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE 4. THIS PLAN IS NOT VAUD WITHOUT ADDITIONAL SURCHARGE DETAILS WEN THE APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH, CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 5. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED T4 BE APPLICABLE TO 4.2. SYST'FM IS INSTALLED WITH: NON-STRUCTURAL rEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, A) AT LEA51 3$' PIPE BETWEEN FILTER do HEATS FOR FUTURE SOLAR HEATING. FENCING, CONCRETE DECKING AND POOL GEOMETRICS. B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 6. DECKING CONSTRUCTION IS SHOM AS RECOMMENDED MINIMUM CONSIRUCTLON AND 4.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO DOES NOT DEMONSTRATE A SYSTEM THAT WILL RES15T HEAVING DUE TO SOL PERMIT OF PEAK OPERATION. EXPANSION. 7. ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 EDITIONS OF THE CALIFORNIA FENCING AND BARRIERS BUILDING CODE (CBC), CALJFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL. 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CAUFORtlIA ENERGY COOS, 2019 HIGH FENCING & GATES WITH NO OPENINGS 4" OR GREATER. GATES TO BE SELF-CLOSING BUILDING ENERGY EFFICIENCY STANDARD% 2019 CAUFORNIA GREEN BUTUDING & SELF -LATCHING WITH LATCH A MIN. OF V HIGH. ACCESS GATES THROUGH FENCING STANDARDS CODE, AND LOCAL ORDINANCES. 8. POOLS WITH DIVING BOARDS SHALL MEET OWING BOARD MANUFACTURER'S P00i_ SHALL OPEN AWAY FROM THE POOL. MAAMUM VERTICAL CLEARANCE FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM LOCAL CODES, GEOMETRIC STANDARDS AND/OR LOCAL CO4 & THE LOCAL CODES SHALL PREVAIL 9. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 2. BARRIERS SHAW COMPLY NTH CBC SECTION 31W (HS CODE Of 115920-115929), 141. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR INCLUDING LOCALLY ADOPTED AMENOM£NTS. AS&ST1VE DEVICES FOR THE: DISABLED SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF, INTO FLOOR. 11. CONTRACTOR OR DOER SHALT. VERIFY ALL FIELD COWITTONS & DIMENSIONS AT � A. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER 11.50 OF THE CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W IS LESS THAN POOL DEPTH. #3 BARS 0 12" O.C. LOS ANGET.ES COUNTY HEALTH AICD SAFETY CODE AND ORDINANCE 95-0039 SHALL [3C MIN. FOR TABLE 'SG) INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH SITE. POOL LENGTH, GRADE BREAK LOCATIONS &DEPTH DIMENSIONS AS NOTED ON THE BE REQUIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WTH HYDROSTATIC VALVE AND ROCS{ MAY VARY, SEE RADIUS NOTE AT TOP PLOT PLAN SHALL COMPLY WriFl APSE' SUGGESTED MINIMUM STANDARDS FOR P{)QY SITE PLAN. ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL ) EXPANSIVE SOIL RESIDENTIAL POOLS OR APPLICABLE STATE AND LOGAL HEALTH DEPARTMENTS ANSI/APSP-16 STANDARD, THAT ARE HYUDRAUUCALLY MASONRY SCREEN OR GARDEN WALL RAISED OR NOT RAISED). 'D' IS DISTANCE DOWN REGULATIONS AND MANUFACTURERS RECOMMENDATIONS BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'T' WALL DOES NOT REQUIRE FROM TOP OF POOL WAIL BUILDING FOOTING �+�p �1 � f' /� COUNTY OF LOS ANGELES SPECIAL NOTES FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN SURCHARGE DETAIL) * IF POOL WALL HEIGHT DOES NOT EXCEED 5'-O" THEN NO ADDITIONAL SURCHARGE (IN COUNTY OF ELECTRICAL AND I-WMBING 1. IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) L.A. USE DETAIL 271-60) 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2019 CEG SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, 2. POOL. SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF ACCORDANCE WITH CEC 680.26(8). BONDING TO PERIMETER SURFACES SHAW BE THE SITE PIAN, TYPICAL LONGITUDINAL SECTION N. T. S. L2 STANDARD WALL SECTION IN THE SPECIAL F ORANGE REGARD NG DESIGN FER TO COPORATED FOR POOLS. OF N. T-. S . '� TOO PaOSL REINFORCINGCIFILESTEEL DR 6(a)(2XA)COPPER OR (2XB)CTOR SHALL AT A MBE ATTACHED z BUILDING CODE >;LACB'CP}.ER THE LATEST ADOPTED EDITION OF TiIE LDS ANGELES COUNTY FOUR (4 POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. 3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG 'MTH POOL BUILDING PERMIT. THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN SPECIAL DETAIL REC0RED TOP OF TOE OF SLOPE OR OTHER NOTE 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS 2 1/2 FEET. WHEN LESS THAN 10' SLOP SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED} PROVIDE ADEQUATE (DRAINAGE TABLE NO. 5 RAISED BOND BEAM RECOMMENDATDONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. 4. ALL PDOL CONSTRLICTION SHALL BE BASED ON AN EQUIIVALENT FLUID PRESSURE EQUAL (SEI: GENERAL NOTES ) THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL 5. POOLS SHALL SE EQUIPPED PATH A FILTERING SYSTEM. TO OR GREATER THAN 60 P.C.F., UNLESS A SOLS REPORT IS SUBMITTED FOR RENEW+. SURCHARGES NOT COVERED BY 1HES BOND BEAM PEER PLAN ARE PRESENT, AD0I7IONAL TABLE #1 & DETAIL #12 ;,,T f 1/4' PER SURCHARGE DETAILS ARE REOUXRED. m FOOl Ir SPECIAL DETAIL REQUIRED WWHEN LESS THAN POOL DEPTH OR H/4 1 0 TOP (7.5' MAX. H/4) - o m .-_'K-WATERPROOFING RECOMMENDED. SPECIAL DETAIL REQUIRED � _ WHEN LESS THAN H/Mi HOIRIZ. STEEL u, oc o 6" C.M.U. W/ (10' MIN., 20' MAX.) BARS 0 12" D.C. {y B i� m 1 03 VERT. BAR 0 24' D.C. I SOLID GROUT. POOLS SHALL COMPLY WITH SLOPE ALTERNATIVE BOND r6-9 BEAM LOCATION BOND BEAM SETBACKS CBC 1808.7.3 & 1808.7.5 'WATER I VERT. STEEL LINE. VERTICAL STEEL W/ a ADDI110NAL SPECIAL DETAILS SEE TABLE 5! 24" MIN. EMBED. CL SURCHARGE CONDITION 5 - REQUIRED FOR CONDITIONS ABOVE N.T.s. 3 SCHEDULES E, F OR G TYP. HORIZ. STEEL 3' 'C L) REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY C� AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF REEF a (GUNITE) THICKNESS PER MASONRY NOTES: APPROPRIATE WALL 1. CONCRETE BLOCK SHAW BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE SCHEDULE. CONTROLLED}, NORMAL WEIGHT UMTS (135 PCF), CONFORMING TO CBCA13C SEG. 2103, AND ¢o lI• ASTM C 90. ALL CONCRETE BLOCK SHALL HAWS A DESIGN STRENGTH OF fm = 2000 pal. POOL FLOOR THICKNESS E 2 GROUT SHALL CONFORM TO CBC/IBC SEC. 2183 & ASTM C 476 WITH f c=2,000 PSI. 3 MORTAR SHALL BE TYPE M NTH fc = 2500 s1 AND SHALL CONFORM TO CBC BC SEC. P II 'Eo 4 n d MAY VARY T1) ACHIEVE '�° 2103 & ASTM C 270. . DESIRED WATER DEPTH. --- 10. ALL UNTSIOR SURFACES OF P1000PA SHALL BE COATE.O WITH A WATE3RP Wr 4. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON SEE STRUCTURAL NOTE #1 - SURFACE. SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION. SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N T•S•r!, NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOILHAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. NOTE: BOND BEAM PER TABLE9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES SPA AIR -LINE NO. 1 & DETAIL #12. 2" 2 E3 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO MAY BE LOOPED EXPANSION JOINT & SEALANT to 12" BAR LOCA71ON THIS DESIGN ARE THE PROPERTY SOLEY D1; POOL INTO SPA BONE] � Lea tiwN , � --- - 4'-0" MIN. RED'D. FOR EXPANSIVE 501LS. � I MAY VARY TO ENGINEEIBNG. INC. PF.RMISSON FOR ANY COPIES OF SAID a L ' i LEVEL TGIF OF GUN] COPYRIGH11Et] MATERIALS, DRAWINGS, REPRESENTAT14N5, BEAM. MAINTAIN sx �, (2) #3 - (4) #3 BARS PER DETAIL #8 1 PROVIDE 2 1/2" a -_ W/ GROUT &PLACE ;.� IDEAS, DETAILS, AND SPECIFICATIONS EITHER 04RIQNk OR 1 CLLR. TO REINF. I B" BARS. j_ #I5 FELT OR 4 MIL DECKING < LISTED ELECTRICAL 'J' BOX. CLR. BETWEEN COPIES THL7 OF TO 9E MADE, COPIED OR ALTERED 8Y c ~ 1" .MIN. CLR. " - w PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE I3' THICK 12 BARS `� AROUND ALL VESQUEEN ON TOP. COPING 8 MIN. ABOVE DECK, WATER AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION d FINISH BOND BEAM W/ {4) #3 BARS DEC](ING. El I SPA LIGHT BARS 12' UNE OR FLOOD UNE WHICH - OF POOL ENGINEERING, INC BY THE USE OF THIS PLAN, EA. W Y PIPES. °' {RADE, PER TABLE #1 &DETAIL #12. I EVER i5 GREATER. FILE THE U517t ApI;IlOYMFDGES THAT HE HAS READ & O.C.9gEth,EA. WAY. t SD(IMMER BOND BEA 1J PER TAE3LE NO. 1. UNDERSTANDS ALL OF THE HtlTES INCLUDED HERON. E0. EQ. WATER 'C PLUMBING MAY BE LOCATED WATER COYER, WW � `""^ 1v BOND BEAM HORIZONTAL REINFORCING PER DETAIL #10. 8" 2) #3 BARS -1-, IN GOND BEAM LOWER CORNER LINE. AP LINE. ( WAV 1-r �1 21/2• MAINTAIN 1" CLR. TO RETNF. 3' BARS MAY BE OVER OR FOR USE ONLY AT NOT REQUIRED IF 6' MIN. MIN. 4�� W COMPACTED CLR. � J CLR. ti UNDER VERTICAL BARS. CLEAR PROVIDED. ,. U 53804 Ross Ave BEND � g FELL � � 5" MIN. �, BOND �, `fir = - A PRECAST COPING OR BRICK 24" MIN. LAP a AROUND ALL, ' BEAM - J �9<<0� d w $" CIRCULATION DRAINS: INTO SPA FLOOR #3 BARS IND La Quints CA 92253 PROVIDE r2 SUCTION OUTLETS PER PUMP, COVERED WITH OR POOL WALL. O 12"O.C. '1 (2) #3 '2' BARS SKIMMER. 1) I[ #B COPPER 6 21-08792 ANTI -ENTRAPMENT GATES, AS SPECIFIED IN THE EA. WAY. ��~� \�`�1 (2) #3 BAILS #3 BARS BENT GROUND WWIRE ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY L j ` a E -VENEER. 0 48 O.C. BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'T" DAM WALL 6" DATA - LAP INTO SPA REINF. SECTION AT SKIMMER CEC APPRgyEDL 1�F '1� - '4 n BEND iN p ESSf FITTINGS. DRAINS SHAW BE SEPARATED BY THREE FEET IN HORIZ. BAR 1 2" DAII -LAP INSIDE 8AR5 INTO SPA REINF. CONDUIT & GFCI FIXTURE `r'° - - - oa VERT. STEEL ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: - LAP OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT + LENS ��,� - - - ti 45' OR 90•. (6) #4 LIARS. 7I 24" j 6" RECESSED ,p9 q. I_ NILE 3" SPA DETAILS MAY BE USED L POOL AP {2) #3 BARS MIN. LIGHT. ��a � .� ti TAIL BEAM PER 'S � TABLE N0. 1. PLASTER CLR. N 67 SPA DETAILS - N.T.S. EACH WAY FOR SPAS WITHOUT POOLS. AROUND NICHE. �' LAP Mk Y. VENEER NOTCH OPTIONAL (6) BAR BOND 13EAMSLOPP 6{3012 OOTEFARTH SURFACE OR SLOPE DECKING 14'gP TO ° - CI_R. `=-r �,q C � V 4'-0' MIN. IMPERVIOUS DECK / APPROVED SEALANT VERT. STEEL WOOD POST FROM O� CAL 1F0� 1/4" PER FOOT AWAY FROM POOL. SLOPE 1/B"-1/4" INSTALL PER MANUFACTURER ;I #3 0 6" O.C. ATTACHED PATIO COVER 31/2°001 DRAIN I. a (t) #3 BARS. NOTES 5'-0" DEEP &BELOW. _' MAX. DF�40 +LIVE LOAD = 2000 Its. 0R MAX. 2000 LB 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO HORIZONVTAL STELT I I LEVEL TOP OF BONG BEAM Date: 5f1A12021 NOTE: c BRASS CONDUIT TO POOL REBAR, t7R NDN-METAWO ROCK QN BOND BEAM. SATiIRAT10IV r�` EPROVIDE CONTROL JOINTS ; 3" CL.R. °M 5" MIN. #3 BARS 0 12' O.C. TYP. i•� I I WITH GROUT dt PLACE 15# RECOMMENDED WHERE APPROPRIATE. H -'.. •.. TYPICAL-. TYPICAL, CONDUIT CAN BE USED NTH INSULATED NO. E3 COPPER WIRE ANCHORAGE PER PATIO COVER I FELT OR 4 MIL WASQifEEIV ON INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. TOP OF BOND BEAM. ; I NOTE: PLAN. BOND PER ELECTRICAL PUN VAUD ONLY WITH WET 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY PATH POURING DEQ' PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS EXTRA REINFORCING TO DMD & PLUMBING NOTE 2. STAMP do ENGINEERS SIGNATURE REMAINDER OF JOINT IN STYROFOAM OR 24' MIN. EACH SIDE OF RAMP. MASTIC IN RED INK ON PLAN. SEE ELECTRICAL AND OTHER EXP. MATERIAL. CONCRETE SHALL FOR LIGHTING FIXTURES U.L STANDAIRO 676. 3 1/2" MIN. CONC. DECKING. r PLUMBING NOTE #2 REGARDING FOGOIING RECOMMENDED NOT TOUCH COPING, BONG BEAM OR NILE AUTHORIZED SIGNATURES: EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER OONCRETEI RONALD L. LACHER, P.E. IN EXPANSIVE SOILS WHERE THIN DI=CK REQMTS CHRIS BIEDENBACH, P.E. EXPANSIVE SOIL DETAILS ARE NOT DEET USE TABLE 1, SCHEDULE 'C' N•T.S• $ SKIMMER DETAIL N.T.s. 9 SECTION AT LIGHT N•T•S. 1$ SHALLOW/DEEP END RAMP 1 �1 BOND BEAM DETAILS N. s �2 MATTHEW THOMPSON, P.E. SHEET: m STANDARD PLAN APPROVALS: pool Ran Lacher, R.C.E. CITY OF LOST ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERNARDINO: #POOL -2019-00144 KERN COUNTY: #0201908764 STANDARD POOL PREPARED IN ACCORDANCE WITH 1291 N. Tustin Rue- ffiCITY OF ONTARIO: #6201904315 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) LngInl�Erfng Anaheim, California 92807 SAN DIEGO: NOP #525633 ORANGE COUNTY: #MB20-OD01 FRESNO COUNTY: REVS SUPPLEMENTAL NOTES THE 2019 CALIFORNIA BUILDING CODE SIMV VALLEY= 2019-1 LOS ANGELES COUNTY: #26077-20 VENTURA COUNTY: S.P.A. # 6-2017 (REV'S PEI 100 -VCO) STRUCTURAL PLAN (2018 INTERNATIONAL BUILDING CODE Fax: (714) 630-6114 10 SANTA CLARITA: CITY OF BEVERLY HILLS: #13 Phone: (714) 630-6100 COPMCHT 2019, POOL ENGINEERING INC. 4' N O 0 F_� O E L(-) N _ O N 0 QM u W J 0 Q 0 CD a - O O C cn (_0 cl- C� o � � Q - (_o O U) LTJ U Z Lu 0 V J Lu N \W N Q Q U N U) O Z O ��( O 00 V J Lo Q Z Q J 0- c) J O < lr-- I..L J a U Lu N� I..L ��1- W no. NON -EXPANSIVE E EXPANSIVE NO DECKMIGH EXP. F G E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. 3 �" 4'6" 5.6„ 4: 3 3" 3"6" 3.. VERTIGAL STEEL „ - C 34"- 3� 3',�" 011EAL 3" VERTICAL STEEL" 3 0 124'O" #3 0 6" 5"5'0" 5" 6'--6'0„ 3 LFCA LE . C'6"4"8"7'0" 7" 7'6" 9'0" 5" S 6 PL'WA -SIONEER 9, INC _W R-4 ]INEIRI IGI INC 8" 8"B.O" #3 0 3" - -_ 1 a'A" 9'6" 9" - - - 10" - - - 117" - INSTALLED PRIOR TO PLACEMENT OF CONCRETE. COUNTY OF SAN BERNARDINO SPECIAL NOTES 14'0" 11'0" 9" g" ----- 11" 11' -- - 12" -- 12]x" 10. ALL UNTSIOR SURFACES OF P1000PA SHALL BE COATE.O WITH A WATE3RP Wr 4. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON SEE STRUCTURAL NOTE #1 - SURFACE. SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION. SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N T•S•r!, NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOILHAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. NOTE: BOND BEAM PER TABLE9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES SPA AIR -LINE NO. 1 & DETAIL #12. 2" 2 E3 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO MAY BE LOOPED EXPANSION JOINT & SEALANT to 12" BAR LOCA71ON THIS DESIGN ARE THE PROPERTY SOLEY D1; POOL INTO SPA BONE] � Lea tiwN , � --- - 4'-0" MIN. RED'D. FOR EXPANSIVE 501LS. � I MAY VARY TO ENGINEEIBNG. INC. PF.RMISSON FOR ANY COPIES OF SAID a L ' i LEVEL TGIF OF GUN] COPYRIGH11Et] MATERIALS, DRAWINGS, REPRESENTAT14N5, BEAM. MAINTAIN sx �, (2) #3 - (4) #3 BARS PER DETAIL #8 1 PROVIDE 2 1/2" a -_ W/ GROUT &PLACE ;.� IDEAS, DETAILS, AND SPECIFICATIONS EITHER 04RIQNk OR 1 CLLR. TO REINF. I B" BARS. j_ #I5 FELT OR 4 MIL DECKING < LISTED ELECTRICAL 'J' BOX. CLR. BETWEEN COPIES THL7 OF TO 9E MADE, COPIED OR ALTERED 8Y c ~ 1" .MIN. CLR. " - w PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE I3' THICK 12 BARS `� AROUND ALL VESQUEEN ON TOP. COPING 8 MIN. ABOVE DECK, WATER AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION d FINISH BOND BEAM W/ {4) #3 BARS DEC](ING. El I SPA LIGHT BARS 12' UNE OR FLOOD UNE WHICH - OF POOL ENGINEERING, INC BY THE USE OF THIS PLAN, EA. W Y PIPES. °' {RADE, PER TABLE #1 &DETAIL #12. I EVER i5 GREATER. FILE THE U517t ApI;IlOYMFDGES THAT HE HAS READ & O.C.9gEth,EA. WAY. t SD(IMMER BOND BEA 1J PER TAE3LE NO. 1. UNDERSTANDS ALL OF THE HtlTES INCLUDED HERON. E0. EQ. WATER 'C PLUMBING MAY BE LOCATED WATER COYER, WW � `""^ 1v BOND BEAM HORIZONTAL REINFORCING PER DETAIL #10. 8" 2) #3 BARS -1-, IN GOND BEAM LOWER CORNER LINE. AP LINE. ( WAV 1-r �1 21/2• MAINTAIN 1" CLR. TO RETNF. 3' BARS MAY BE OVER OR FOR USE ONLY AT NOT REQUIRED IF 6' MIN. MIN. 4�� W COMPACTED CLR. � J CLR. ti UNDER VERTICAL BARS. CLEAR PROVIDED. ,. U 53804 Ross Ave BEND � g FELL � � 5" MIN. �, BOND �, `fir = - A PRECAST COPING OR BRICK 24" MIN. LAP a AROUND ALL, ' BEAM - J �9<<0� d w $" CIRCULATION DRAINS: INTO SPA FLOOR #3 BARS IND La Quints CA 92253 PROVIDE r2 SUCTION OUTLETS PER PUMP, COVERED WITH OR POOL WALL. O 12"O.C. '1 (2) #3 '2' BARS SKIMMER. 1) I[ #B COPPER 6 21-08792 ANTI -ENTRAPMENT GATES, AS SPECIFIED IN THE EA. WAY. ��~� \�`�1 (2) #3 BAILS #3 BARS BENT GROUND WWIRE ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY L j ` a E -VENEER. 0 48 O.C. BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'T" DAM WALL 6" DATA - LAP INTO SPA REINF. SECTION AT SKIMMER CEC APPRgyEDL 1�F '1� - '4 n BEND iN p ESSf FITTINGS. DRAINS SHAW BE SEPARATED BY THREE FEET IN HORIZ. BAR 1 2" DAII -LAP INSIDE 8AR5 INTO SPA REINF. CONDUIT & GFCI FIXTURE `r'° - - - oa VERT. STEEL ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: - LAP OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT + LENS ��,� - - - ti 45' OR 90•. (6) #4 LIARS. 7I 24" j 6" RECESSED ,p9 q. I_ NILE 3" SPA DETAILS MAY BE USED L POOL AP {2) #3 BARS MIN. LIGHT. ��a � .� ti TAIL BEAM PER 'S � TABLE N0. 1. PLASTER CLR. N 67 SPA DETAILS - N.T.S. EACH WAY FOR SPAS WITHOUT POOLS. AROUND NICHE. �' LAP Mk Y. VENEER NOTCH OPTIONAL (6) BAR BOND 13EAMSLOPP 6{3012 OOTEFARTH SURFACE OR SLOPE DECKING 14'gP TO ° - CI_R. `=-r �,q C � V 4'-0' MIN. IMPERVIOUS DECK / APPROVED SEALANT VERT. STEEL WOOD POST FROM O� CAL 1F0� 1/4" PER FOOT AWAY FROM POOL. SLOPE 1/B"-1/4" INSTALL PER MANUFACTURER ;I #3 0 6" O.C. ATTACHED PATIO COVER 31/2°001 DRAIN I. a (t) #3 BARS. NOTES 5'-0" DEEP &BELOW. _' MAX. DF�40 +LIVE LOAD = 2000 Its. 0R MAX. 2000 LB 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO HORIZONVTAL STELT I I LEVEL TOP OF BONG BEAM Date: 5f1A12021 NOTE: c BRASS CONDUIT TO POOL REBAR, t7R NDN-METAWO ROCK QN BOND BEAM. SATiIRAT10IV r�` EPROVIDE CONTROL JOINTS ; 3" CL.R. °M 5" MIN. #3 BARS 0 12' O.C. TYP. i•� I I WITH GROUT dt PLACE 15# RECOMMENDED WHERE APPROPRIATE. H -'.. •.. TYPICAL-. TYPICAL, CONDUIT CAN BE USED NTH INSULATED NO. E3 COPPER WIRE ANCHORAGE PER PATIO COVER I FELT OR 4 MIL WASQifEEIV ON INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. TOP OF BOND BEAM. ; I NOTE: PLAN. BOND PER ELECTRICAL PUN VAUD ONLY WITH WET 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY PATH POURING DEQ' PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS EXTRA REINFORCING TO DMD & PLUMBING NOTE 2. STAMP do ENGINEERS SIGNATURE REMAINDER OF JOINT IN STYROFOAM OR 24' MIN. EACH SIDE OF RAMP. MASTIC IN RED INK ON PLAN. SEE ELECTRICAL AND OTHER EXP. MATERIAL. CONCRETE SHALL FOR LIGHTING FIXTURES U.L STANDAIRO 676. 3 1/2" MIN. CONC. DECKING. r PLUMBING NOTE #2 REGARDING FOGOIING RECOMMENDED NOT TOUCH COPING, BONG BEAM OR NILE AUTHORIZED SIGNATURES: EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER OONCRETEI RONALD L. LACHER, P.E. IN EXPANSIVE SOILS WHERE THIN DI=CK REQMTS CHRIS BIEDENBACH, P.E. EXPANSIVE SOIL DETAILS ARE NOT DEET USE TABLE 1, SCHEDULE 'C' N•T.S• $ SKIMMER DETAIL N.T.s. 9 SECTION AT LIGHT N•T•S. 1$ SHALLOW/DEEP END RAMP 1 �1 BOND BEAM DETAILS N. s �2 MATTHEW THOMPSON, P.E. SHEET: m STANDARD PLAN APPROVALS: pool Ran Lacher, R.C.E. CITY OF LOST ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERNARDINO: #POOL -2019-00144 KERN COUNTY: #0201908764 STANDARD POOL PREPARED IN ACCORDANCE WITH 1291 N. Tustin Rue- ffiCITY OF ONTARIO: #6201904315 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) LngInl�Erfng Anaheim, California 92807 SAN DIEGO: NOP #525633 ORANGE COUNTY: #MB20-OD01 FRESNO COUNTY: REVS SUPPLEMENTAL NOTES THE 2019 CALIFORNIA BUILDING CODE SIMV VALLEY= 2019-1 LOS ANGELES COUNTY: #26077-20 VENTURA COUNTY: S.P.A. # 6-2017 (REV'S PEI 100 -VCO) STRUCTURAL PLAN (2018 INTERNATIONAL BUILDING CODE Fax: (714) 630-6114 10 SANTA CLARITA: CITY OF BEVERLY HILLS: #13 Phone: (714) 630-6100 COPMCHT 2019, POOL ENGINEERING INC. 4' N O 0 F_� O E L(-) N _ O N 0 QM u W J 0 Q 0 CD a - O O C cn (_0 cl- C� o � � Q - (_o O U) LTJ U Z Lu 0 V J Lu N \W N Q Q U N U) O Z O ��( O 00 V J Lo Q Z Q J 0- c) J O < lr-- I..L J a U Lu N� I..L ��1- W no. S. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. 7. POOL/SPA WATER HEATER ANIS CAS PIPINC INSTALLATION TO BE IN CONFORMANCE CITY OF SIMI VALLEY SPECIAL NOTES date WITH THE GPC. 1. SEE THE ATTACHED "CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR 9. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER. ANSI/APSP-7 AND 2013 CBC SECTION 3109 (HS CODE iN 115920--115929). Z THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP) IS 60 PSF/FT (PCF) FOR POOLS 9. POTABLE WATER SUPPLY TO SWIMMING POOLS, SPAS, AND HOT TUBS SHALL BE SET IN LI:W+EL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE PROTECTED FROM BACKFLOW IN ACCORDANCE WWTH CPC 503.5.20 SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DQ NOT SUBMIT OR REQUIRE A SOILS la CHEMICAL DISPENSERS SHALL COMPLY WITH 2019 CPC SECTION 603.5.21 REQUIREMENTS FOR PROTECTION AGAINST BACKFLOW AND COMPLY WITH ASSE 1455. REPORT [4�C TABLE 1610.1}. STRUCTURAL NOTES UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES 1. SOIL SHAW HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE 1. WHERE SITE SPECIFIC SGML TESTING HAS NOT BEEN PERFORMED: 1.1, POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EOUIMLENT FLUID PR£SSi]RE PLACED AGAINST UNDISTUMED SOIL OR BUILDING DEPARTMENT APPiR(OVEC W% (E.F.P.) OF 10D P.SF. COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MMUMENT FROM DISSIM,NLAR SOIL CONDITIONS UNDER POOL, INCLUDING 1.2. ALL CONCRETE IN CONTACT WITH SO€L SHALL HAVE A MINIMUM 2S DAY COMPRESSIVE BUT NOT L1MfTED TO CUT -FILL TRANSITIONS. STRENGTH (Fc) EQUAL TO 4,500 P.S.I., TYPE V CEMENT, AND WjC RATIO EQUAL TO 2. ALL REINFORCING STEEL MALL BE DEFORMED BARS & CONFORM TO ASTM A615 GUM 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER Fc SPECIFICATIONS SET FORTH). 40 FOR 03 BARS AND 14 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM 1.3. DROWNING PREVENTION SAFETY FEATURES SHALL BE PROVIDED PER COUNTY CLEARANCE BETWEEN PARALLEL BARS 15 2 I/2". ORDINANCE NO. 19-006 SECTION 7-1--58 SECTION AVIOO. 3. (1) #4 BAR IS EQUIVALENT T4 AND MAY BE USF -0 IN PLACE OF (2.) #3 BARS, PATH CITY OF SANTA CLARITA SPE(�AL NOTES THE EXCEPTION THAT 04 BARS ARE USED FOR THE BASIC GRID, THE MAOEIMUM 4ONSIRUCTTON MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL 15 A4 BARS18" O.C.. LG AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM 4. THHEE PtAN P TABLES SPECIFY THE MINIMUM R1:COUOfItED REINFORCEMENT. FOR CONVENIENCE DRAIN SYSTEM PER THE SANTA CLARNTA MUNICIPAL CODE. OF THE AVSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION GIVEN POINT IN THE POOL STRUCTURE. 5. BDNEDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTE W. INSTALLED PRIOR TO PLACEMENT OF CONCRETE. COUNTY OF SAN BERNARDINO SPECIAL NOTES 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1908 & SHALL HAVE i THESE PLANS ARE FOR PRIVATE RESIDENTIAL USE ONLY. A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS WHERE APPUCABLE, 2. ALL POOL CONSTRUCTION SHALL COIAPLY WITH THE 2918 INTERNATIONAL SWIMMING POOL SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECITON 1964 DURABILITY REQUEIRE7JENTS. AGGREGATE SHAW NOT EXCEED 3/4 --INCH. AND SPA CODE (ISPSC) AND COU14TY OF SAN HERNARDDINO INFORMATION BULLETIN IB -0007, PE=RMIT APPLICANT SHALL PROVIDE PLANS SHOWING POOL ARCHITECTUAL 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, AC 318 CHAP. 19 & ASTM C 150, DESIGN AND GEOMETRY. 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE PITH ACI 318 1 IN THE ARSMCE OF 511E SPECIFIC SOIL TESTING: POOL CONSTRUCITON SHALL BE BASED SECTION 19.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTO} BY LOCAL ON AN E.F.P. OF 60 P.C.F. OR GREATER AND ALL CONCRETE 3N CONTACT WITH 501E BUILDING RETE D SHALL HAVE AT MIN: F'c - 4.500 PSI, TYPE V CEMENT AND WY C RATIO - 0.45 9. KEEP CONCRETE DAMP CONTINl1OU5LY FOR 14 DAYS. / 10. ALL UNTSIOR SURFACES OF P1000PA SHALL BE COATE.O WITH A WATE3RP Wr 4. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON SEE STRUCTURAL NOTE #1 - SURFACE. SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION. SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N T•S•r!, NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOILHAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. NOTE: BOND BEAM PER TABLE9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES SPA AIR -LINE NO. 1 & DETAIL #12. 2" 2 E3 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO MAY BE LOOPED EXPANSION JOINT & SEALANT to 12" BAR LOCA71ON THIS DESIGN ARE THE PROPERTY SOLEY D1; POOL INTO SPA BONE] � Lea tiwN , � --- - 4'-0" MIN. RED'D. FOR EXPANSIVE 501LS. � I MAY VARY TO ENGINEEIBNG. INC. PF.RMISSON FOR ANY COPIES OF SAID a L ' i LEVEL TGIF OF GUN] COPYRIGH11Et] MATERIALS, DRAWINGS, REPRESENTAT14N5, BEAM. MAINTAIN sx �, (2) #3 - (4) #3 BARS PER DETAIL #8 1 PROVIDE 2 1/2" a -_ W/ GROUT &PLACE ;.� IDEAS, DETAILS, AND SPECIFICATIONS EITHER 04RIQNk OR 1 CLLR. TO REINF. I B" BARS. j_ #I5 FELT OR 4 MIL DECKING < LISTED ELECTRICAL 'J' BOX. CLR. BETWEEN COPIES THL7 OF TO 9E MADE, COPIED OR ALTERED 8Y c ~ 1" .MIN. CLR. " - w PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE I3' THICK 12 BARS `� AROUND ALL VESQUEEN ON TOP. COPING 8 MIN. ABOVE DECK, WATER AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION d FINISH BOND BEAM W/ {4) #3 BARS DEC](ING. El I SPA LIGHT BARS 12' UNE OR FLOOD UNE WHICH - OF POOL ENGINEERING, INC BY THE USE OF THIS PLAN, EA. W Y PIPES. °' {RADE, PER TABLE #1 &DETAIL #12. I EVER i5 GREATER. FILE THE U517t ApI;IlOYMFDGES THAT HE HAS READ & O.C.9gEth,EA. WAY. t SD(IMMER BOND BEA 1J PER TAE3LE NO. 1. UNDERSTANDS ALL OF THE HtlTES INCLUDED HERON. E0. EQ. WATER 'C PLUMBING MAY BE LOCATED WATER COYER, WW � `""^ 1v BOND BEAM HORIZONTAL REINFORCING PER DETAIL #10. 8" 2) #3 BARS -1-, IN GOND BEAM LOWER CORNER LINE. AP LINE. ( WAV 1-r �1 21/2• MAINTAIN 1" CLR. TO RETNF. 3' BARS MAY BE OVER OR FOR USE ONLY AT NOT REQUIRED IF 6' MIN. MIN. 4�� W COMPACTED CLR. � J CLR. ti UNDER VERTICAL BARS. CLEAR PROVIDED. ,. U 53804 Ross Ave BEND � g FELL � � 5" MIN. �, BOND �, `fir = - A PRECAST COPING OR BRICK 24" MIN. LAP a AROUND ALL, ' BEAM - J �9<<0� d w $" CIRCULATION DRAINS: INTO SPA FLOOR #3 BARS IND La Quints CA 92253 PROVIDE r2 SUCTION OUTLETS PER PUMP, COVERED WITH OR POOL WALL. O 12"O.C. '1 (2) #3 '2' BARS SKIMMER. 1) I[ #B COPPER 6 21-08792 ANTI -ENTRAPMENT GATES, AS SPECIFIED IN THE EA. WAY. ��~� \�`�1 (2) #3 BAILS #3 BARS BENT GROUND WWIRE ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY L j ` a E -VENEER. 0 48 O.C. BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'T" DAM WALL 6" DATA - LAP INTO SPA REINF. SECTION AT SKIMMER CEC APPRgyEDL 1�F '1� - '4 n BEND iN p ESSf FITTINGS. DRAINS SHAW BE SEPARATED BY THREE FEET IN HORIZ. BAR 1 2" DAII -LAP INSIDE 8AR5 INTO SPA REINF. CONDUIT & GFCI FIXTURE `r'° - - - oa VERT. STEEL ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: - LAP OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT + LENS ��,� - - - ti 45' OR 90•. (6) #4 LIARS. 7I 24" j 6" RECESSED ,p9 q. I_ NILE 3" SPA DETAILS MAY BE USED L POOL AP {2) #3 BARS MIN. LIGHT. ��a � .� ti TAIL BEAM PER 'S � TABLE N0. 1. PLASTER CLR. N 67 SPA DETAILS - N.T.S. EACH WAY FOR SPAS WITHOUT POOLS. AROUND NICHE. �' LAP Mk Y. VENEER NOTCH OPTIONAL (6) BAR BOND 13EAMSLOPP 6{3012 OOTEFARTH SURFACE OR SLOPE DECKING 14'gP TO ° - CI_R. `=-r �,q C � V 4'-0' MIN. IMPERVIOUS DECK / APPROVED SEALANT VERT. STEEL WOOD POST FROM O� CAL 1F0� 1/4" PER FOOT AWAY FROM POOL. SLOPE 1/B"-1/4" INSTALL PER MANUFACTURER ;I #3 0 6" O.C. ATTACHED PATIO COVER 31/2°001 DRAIN I. a (t) #3 BARS. NOTES 5'-0" DEEP &BELOW. _' MAX. DF�40 +LIVE LOAD = 2000 Its. 0R MAX. 2000 LB 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO HORIZONVTAL STELT I I LEVEL TOP OF BONG BEAM Date: 5f1A12021 NOTE: c BRASS CONDUIT TO POOL REBAR, t7R NDN-METAWO ROCK QN BOND BEAM. SATiIRAT10IV r�` EPROVIDE CONTROL JOINTS ; 3" CL.R. °M 5" MIN. #3 BARS 0 12' O.C. TYP. i•� I I WITH GROUT dt PLACE 15# RECOMMENDED WHERE APPROPRIATE. H -'.. •.. TYPICAL-. TYPICAL, CONDUIT CAN BE USED NTH INSULATED NO. E3 COPPER WIRE ANCHORAGE PER PATIO COVER I FELT OR 4 MIL WASQifEEIV ON INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. TOP OF BOND BEAM. ; I NOTE: PLAN. BOND PER ELECTRICAL PUN VAUD ONLY WITH WET 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY PATH POURING DEQ' PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS EXTRA REINFORCING TO DMD & PLUMBING NOTE 2. STAMP do ENGINEERS SIGNATURE REMAINDER OF JOINT IN STYROFOAM OR 24' MIN. EACH SIDE OF RAMP. MASTIC IN RED INK ON PLAN. SEE ELECTRICAL AND OTHER EXP. MATERIAL. CONCRETE SHALL FOR LIGHTING FIXTURES U.L STANDAIRO 676. 3 1/2" MIN. CONC. DECKING. r PLUMBING NOTE #2 REGARDING FOGOIING RECOMMENDED NOT TOUCH COPING, BONG BEAM OR NILE AUTHORIZED SIGNATURES: EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER OONCRETEI RONALD L. LACHER, P.E. IN EXPANSIVE SOILS WHERE THIN DI=CK REQMTS CHRIS BIEDENBACH, P.E. EXPANSIVE SOIL DETAILS ARE NOT DEET USE TABLE 1, SCHEDULE 'C' N•T.S• $ SKIMMER DETAIL N.T.s. 9 SECTION AT LIGHT N•T•S. 1$ SHALLOW/DEEP END RAMP 1 �1 BOND BEAM DETAILS N. s �2 MATTHEW THOMPSON, P.E. SHEET: m STANDARD PLAN APPROVALS: pool Ran Lacher, R.C.E. CITY OF LOST ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERNARDINO: #POOL -2019-00144 KERN COUNTY: #0201908764 STANDARD POOL PREPARED IN ACCORDANCE WITH 1291 N. Tustin Rue- ffiCITY OF ONTARIO: #6201904315 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) LngInl�Erfng Anaheim, California 92807 SAN DIEGO: NOP #525633 ORANGE COUNTY: #MB20-OD01 FRESNO COUNTY: REVS SUPPLEMENTAL NOTES THE 2019 CALIFORNIA BUILDING CODE SIMV VALLEY= 2019-1 LOS ANGELES COUNTY: #26077-20 VENTURA COUNTY: S.P.A. # 6-2017 (REV'S PEI 100 -VCO) STRUCTURAL PLAN (2018 INTERNATIONAL BUILDING CODE Fax: (714) 630-6114 10 SANTA CLARITA: CITY OF BEVERLY HILLS: #13 Phone: (714) 630-6100 COPMCHT 2019, POOL ENGINEERING INC. 4' N O 0 F_� O E L(-) N _ O N 0 QM u W J 0 Q 0 CD a - O O C cn (_0 cl- C� o � � Q - (_o O U) LTJ U Z Lu 0 V J Lu N \W N Q Q U N U) O Z O ��( O 00 V J Lo Q Z Q J 0- c) J O < lr-- I..L J a U Lu N� I..L ��1- W no. revisions date D SCALE: DWN BY: ZB DATE: 06-23-2021 SHEET: S-1.1 0 BENCH AND STEP OPTIONS: 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. DECKING. MINIMUM WIDTH PER LOCAL BUILDING CODE. NO R.B.B. r- L..v UNDERWATER LIGHT PER DETAIL #10, SHEET 100 At cn d m a 0 d STEEL BASKET IS NOT REQUIRED DRAIN PIPE SHALL NOT ENCROACH INTO GUNITE SHELL uMINI non non' lll, °1 Will X11.— CIRCULATION DRAINS: ' PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. BASIC GRID #3 BARS 0 12" O.C. WATER SURFACE. r APPROX. 3" BELOW 1 BOND BEAM. ul-) F m C cn _ < d '�' m 0 o BENCH/STEPS i1 d SEE OPTIONS 00, cABOVE F J F_ _j w TYP. FLOOR 6" THICK MIN. SHOTCRETE (GUNITE) W/ #3 BARS 0 6" Q.C. OR #4 BARS 0 12' D.C., EACH DIRECTION N HIGH WATER TABLE, INSTALL HYDROSTATIC VALVE AND ROCK PACK AT LOW POINT. TYPICAL LONGITUDINAL SECTION NOTE ADDITIONAL FLOOR REINFORCING 2 STORY WOOD FRAME BUILDING 1500 #/FOOT MAX. ,V S-0" MIN. COPING f 1 /�_ _J 1 F_/ INFLUENCE LINE FOR FOOTING SURCHARGE SURCHARGE CONDITION: USE TABLE 1 SCHEDULE 'D', OF SHEET 100 (BUILDING SURCHARGE) WHEN SETBACK TO BUILDING FOUNDATION 'W' IS LESS THAN POOL DEPTH. (6' HIGH MAX. FREESTANDING MASONRY SCREEN OR GARDEN WALL DOES NOT REQUIRE SURCHARGE DETAIL) SHOTCRETE MIX DUE TO THE LENGTH OF THIS SWIMMING POOL AND OTHER SPECIFIC DESIGN revisions ELEMENTS, THE USE OF A LOW SHRINKAGE SHOTCRETE MIX DESIGN IS REQUIRED. 0 THE SHOTCRETE MIX SUPPLIER AND THE SHOTCRETE APPLICATOR SHALL COLLABORATE ON THE DEVELOPMENT OF A SHOTCRETE MIX DESIGN THAT WILL RESULT IN THE LOWEST POSSIBLE DRYING SHRINKAGE. THE MIX SHALL BE 0 DEVELOPED BASED ON BUT NOT LIMITED TO: uj ai o E 1. THE USE OF SHRINKAGE REDUCING ADMIXTURES.} °p 0 2. A PROVEN LOW SHRINKAGE AGGREGATE WITH AGGREGATE GRADATION SELECTED moo TO MINIMIZE CEMENT PASTE CONTENT AND WATER DEMAND. < r 3. MINIMIZING BOTH WATER CONTENT AND CEMENT PASTE CONTENT. 4. CEMENT SUPPLIER SELECTED BASED ON CERTIFIED MILL REPORTS FOR THE 0 o p LOWEST AVAILABLE SHRINKAGE CEMENT. M Z a 5. FLY ASH TO REDUCE INITIAL HYDRATION AND THERMAL DIFFERENTIALS. r 6. WATER REDUCERS. 0 r- 7. 7. AIR ENTRAPMENT AS A WATER REDUCER AND PUMP ABILITY AID. of < •� SHOTCRETE APPLICATION ALL PNEUMATICALLY APPLIED CONCRETE SHELL BE PERFORMED BY AN AMERICAN CONCRETE INSTITUTE (ACI) CERTIFIED NOZZLEMAN. CURING € 3 AS SOON AS POSSIBLE AFTER INITIAL SET, BEGIN SHOTCRETE CURING BY MISTING, c: SOAKER HOSES, SPRINKLERS, WATER PONDING WHERE APPROPRIATE OR OTHER APPROVED MEANS. SHOTCRETE MUST BE MAINTAINED CONTINUOUSLY WET FOR A a) MINIMUM OF 14 DAYS AND PREFERABLY LONGER. C EXAMINATION FOR SHRINKAGE CRACKS 'c PRIOR TO THE APPLICATION OF THE POOLS WATERPROOF FINISH SURFACE C COATING, THE SHOTCRETE SHELL SHALL BE CLOSELY EXAMINED TO LOCATE ANY Q Qj SHRINKAGE CRACKS. THE SHRINKAGE CRACKS SHALL BE INJECTED WITH HIGH PRESSURE EPDXY TO THE GREATEST DEPTH POSSIBLE IN THE CRACK. CERTIFICATION BY PROJECT GEOTECHNICAL ENGINEER THE PROJECT GEOTECHNICAL CONSULTANT SHALL EXAMINE THE POOL SITE AND POOL SUBGRADE AFTER EXCAVATION. PRIOR TO REINFORCEMENT PLACEMENT THE PROJECT GEOTECHNICAL CONSULTANT SHALL CERTIFY THAT THE MODULUS OF SUBGRADE REACTION IS UNIFORM UNDER ALL AREAS OF THE POOL STRUCTURE AND THAT THE POOL SUBGRADE SOIL IS CAPABLE OF SUPPORTING THE POOL WITHOUT THE POTENTIAL FOR SIGNIFICANT DIFFERENTIAL SETTLEMENT. FURTHER, THE PROJECT GEOTECHNICAL CONSULTANT SHALL CERTIFY THAT ALL GEOTECHNICAL RELATED ISSUES, INCLUDING FOUNDATION SETBACK FROM THE FACE OF ANY DESCENDING SLOPES, ARE IN CONFORMANCE WITH APPLICABLE CODES AND GOOD ENGINEERING PRACTICE. FOR USE ONLY AT 0 Z 53804 Ross Ave La Chu i nta CA 92253 w : z ESSI � z = CO c:j w Lj Mo N s7 j OC a p. 613012 D:Z mEl- ow o V 1' Qom` Q H — z OF CAL IFS Z 9 r.� o V) Date: 5/14/2021 21-08792 LARGE &IRREGULAR POOL SUPPLEMENT DETAIL FOR STANDARD POOL STRUCTURAL PLAN (TO SUPERCEDE DETAIL 92P OF SHEET 100) DETAIL #202 N C, L N O N 00 I QN u� 0 O W — Q J T U I� O O L ft O O .E (n (-D L- O o H0 O 1 Ln O __j / O IJJ U Z Lu 0 C) Lu LO N LLl N Q Q U N (j) 07 � 0 Z_ O O 00 0 J LO Q Z N J O Q N J_ Q � I— U Lu Z) 0 W no. revisions date 0 0 0 D D SCALE: DWN BY: ZB DATE: 06-23-2021 SHEET: S-1.2 2 CALCULATIONS M ETH ODOLOGY: y = EQUIVALENT FLUID PRESSURE CASE I OTM = 1/6 y H-3 WHERE y = 60 pcf NET MOM = OTM - RESISTING MOMENT CASE OTM 11 = 1/6 y H-' WHERE y = 62.4 pcf NET MOM = OTM + RESISTING MOMENT fs - M(12 in/ft) As j d fc = M(2) 12 in/ft j kbd2 Mt (12) As 0.887) d Mt (2)(12) (0.887)(0.339)(12) 72 2 < 1125 psi vc = (1 /2) y H2 (12 in/ft) j d 7 H2 (2)(12)(0.887) d C 55 psi f'c = 2,500 psi Fs = 20,000 psi fc = 0.45 f'c = 1125 psi V c= 1.1 Ff = 55 psi Ima l : 11► :IMU�� # RESISTING MOMENT: RESISTING MOMENT ABOUT POINT A RM = W, d1 + W2d2 + - W"d, b H - w1 w2 v rr3 4 9 W5 9 6 CASE I d1 2 d3 d W„ = wt. It of segment„ d da CASE II LOADING DIAGRAM: THIS DETAIL IS DESIGNED FOR EACH OF THE LOAD CASES DEFINED BELOW. y = 60 P.C.F. CASE I y = 62.4 P.C.F. CASE II FREESTANDING WALL EQUIVALENT FLUID PRESSURE = 60 P.C.F. RESULT'S FOR NO RAISED BOND BEAM DEPTH 'D' SOIL OTM ft—# WATER OTM ft—# SOIL RM ft—# WATER RM ft—# NET Mom CASE I SOIL CASE II WATER VERTICAL STEEL fs fc vc 3'-6" 429 446 106 —53 393 3" 3" 1#3 0 12" 15354 427 10.6 4'-0" 640 666 124 —55 611 3" 3" #3 0 6" 12275 508 13.9 5'-0" 1250 1300 230 —57 1020 3%" 416" 5%" 17454 660 17.9 6'-0" 2160 2246 497 —2 1663 4" 51h" add 3 #4 8283 580 22.5 7'-0" 3430 3567 1046 315 3882 4" 5Th" " 13807 832 30.6 8'-0" 5120 5325 2259 971 6296 4" 6%" " 18781 998 40,0 8'-6" 6141 1 6387 1 4820 1 888 7275 4" 7Th" " 1 18671 889 1 45.2 RESULTS FOR 2'—B" MAX. RAISED BOND BEAM HEIGHT PHI SOIL OTM ft—# WATER OTM ft—# SOIL RM ft—# WATER RM ft—# "� Mom CASE I d1 SOIL CASE JI d2 WATER VERTICAL STEEL fs p.s.i. fc p.s.i. vc p.s.i. 3'-6" 429 10 106 -53 323 3" 3" #3 0 12" 12607 351 10.2 4'-0" 640 35 116 -63 524 3" 3" #3 0 6" 10537 436 13.3 5-0" 1250 163 135 -99 1115 3%" 3" 5%" 19071 722 17.9 6'-0" 2160 446 163 -165 1997 4%i" 3" #3 0 3" 13563 666 20.0 7'-0" 3430 948 251 -163 3179 5" 3" " 19325 891 24.5 8'-0" 5120 1730 508 —82 4612 6" 3" add 3 #4 14965 938 26.7 9'-0" 7290 2856 1031 195 6259 6%" 4" " 18669 1064 31.2 10'-O" 10000 4388 2082 611 7918 8" 5Th" 18993 1021 31.3 11'-0" 13310 6387 6678 1 291 6678 8%" O" " 19921 1034 LE.8 COPING. TYPICAL ADD BAR BOND BEAM PER STANDARD TOP OF BOND BEAM POOL STRUCTURAL PLAN, (WALL W/ R.B.B.) REINFORCING DIAGRAM DETAIL #1 & #12 W/ (4) #4 BARS. TOP OF POOL WALL EARTH LEVEL MAY HORIZONTAL STEEL m w _ #3 BARS 12" O.C. BE AT TOP OF WALL z TYP. THROUGHOUT. 0 BASIC GRID / TOP OF BOND BEAM Lu m = #3 BARS f (STANDARD WALL) N 4 0 12" O.C. 2 EACH WAY. VERTICAL STEEL. SEE TABLE 552. dl J a < OPTIONAL FILL z la = RADIUS R - BEGINNING 0 D = 5'—Ow o USE #3 BARS 0 12" O.C. POINT. VERTICAL REINFORCEMENT AS SPECIFIED IN TABLE STARTS A DISTANCE 'D' OR 'H' BEGINNING 0 D = 6'-0" VERT. STEEL. o DOWN FROM TOP OF POOL WALL. OR MORE USE #4 BARS SEE TABLE' REINFORCEMENT OTHER THAN BASIC GRID 0 12 O.C. 552. NEED NOT EXTEND TO TOP OF POOL �4o• WALL. ADD BARS TO BE EQUALLY SPACED BETWEEN BASIC GRID. f z LAP 18" MIN d1 & d2 TO BE CHANGED UNIFORMLY. Lu INTO POOL. SEE TABLE 552. ©in w� w + /En Q� HORIZONTAL STEEL / o o UNDISTURBED SEE #3 BARS 0 12" O.C. 501E TABLE 552 TYP, THROUGHOUT. / o ver TRANSITION WALL Y o #4 BARS 0 12" O.C. TO FLOOR STEEL = DISTANCE TO DAYLIGHT - 'Q' a .4&THICKNESS Q h/ R PER SOILS REPORT. MAX.)3 CER. � V#4 BARS 0 12" O.C. HORIZONTAL IN KEY. 18" 2 BARS MIN. EACH SIDE. o TABLE 552 KEY WIDTH 'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH (SEE STANDARD STRUCTURAL PLAN, DETAIL #2) NOTES 1. KEYWAY MAY BE POURED—IN—PLACE PRIOR TO GUNITE (SHOTCRETE) APPLICATION OF POOL (I.E. COLD JOINT). EXPOSED SURFACE OF KEY SHOULD BE ROUGHENED TO A 1/4" AMPLITUDE FOR BONDING. 2. KEYWAY MAY BE OMMITED IF BOTTOM OF POOL EXCAVATION MEETS OR EXCEEDS THE REQUIRED HORIZONTAL DISTANCE TO DAYLIGHT, AS SPECIFIED ABOVE. POOL DEPTH NO RAISED BOND BEAM REQ'D TRANS. D dl d2 VERTICAL STEEL 0 to 3'6" 3" 3" #3 0 12" 2'-0- 4'-0" 3" 3" #3 0 6"27'-0" 2'-0- '-0"4'-5" 4'-6" 3" (3" dlh" " 2 '-0" 51-0"3%'l 3'h" 4lh0 A 2'-0" 5'-6" 4" 51h" " 2'-101" 60-•O" 4" 51h" add 3 #4 2'-0" 6'-6" 4" 51" "2'-0" 2'-V0" 7'—n" 4" 5%" " " 2'-0 7,-6n 4" 5Th" It 11 2'-0 8'-0" 4" 6% It 2'-0" 8'-6n 4- 7Th" " 2'-0" TOTAL HEIGHT 2'-6" MAX. RAISED BOND BEAM REQ'D T"S- H d 1 d 2 VERTICAL STEEL 0 to 3'6" 3" 3" #3 0 12" 2'-0" 4'-0" 3" 3" #3 0 6" 2'-0- '-0"4'-5" 4'- 5" 3" 3" n 2'-0" 5'-O" 3'h" 3" " 2'-0" 5'-5" 4h" 3" " 2'-0" 6'-0" 4h" 3" #3 0 3" 2'-0n 6'-6" 4%" 3" " 2'-V0" 7'-0" 5" 3" n 2'—$n 7'-6n 6" 3" n 2'-4n 8'-0" 6" 3" add 3 #4 2'-10" 8'-6" 6" 31A" N 2'-11" 9'-0" 6%" 4" LO 3'-4" 9'-6" 7" 5" " 3'-2" 10'-0" $" 5Th" " _2n 30 10'-6n 8%" 6%" U6%" n n 3'-2 11'-0" Bhn 3'-2n FOR USE ONLY AT 53804 Ross Aire La Qu i nta CA 92253 ESS V L Lq c� m N 67' p. 613012 cP��T 1 V 1 �� OF CAL1 Date: 511412021 1-08792 My FREESTANDING WALL WITH KEY EQUIVALENT FLUID PRESSURE = 60 P.C.F. DETAIL #552 : z C> � v W � 1501 z� zfif 0<CNwM 0�E wQ O U Ir �z < cn LLJ (n Lu 0 p? (r aLu CoE J Z .a� ti `� ai C t�,diia T CL E aci CL My FREESTANDING WALL WITH KEY EQUIVALENT FLUID PRESSURE = 60 P.C.F. DETAIL #552 : z C> � � �z U z La -D d z� zfif �0 0�E wQ O U -0�e�O �z ac~ia LLJ (n Lu p? m� aLu 0 i U z cn Zr�� CL E aci CL _ 0� My FREESTANDING WALL WITH KEY EQUIVALENT FLUID PRESSURE = 60 P.C.F. DETAIL #552 N 0 Ln N � N co QN Zh- ■n■r;` ,0 Ld <-J �0 0�E IL0 -0�e�O sm-] ��o Ln �o W U z Lu 0 LL] L6 W N N Q Q U N U) O z O 0 00 0 J Lo Q z Q J 0— N J LO Q LO [)� J_ D Q CU Lu Z) Cn no. revisions date 0 0 SCALE: DWN BY: ZB DATE: 06-23-2021 SHEET: S-1.3 W CALCULATIONS CALCULATION RESULTS: FREESTANDING WALL W/ BUILDING/FOOTING SURCHARGE EQUIVALENT FLUID PRESSURE = 60 P.C.F. RESULTS FOR 'X' = 1'-13" W1 NO RAISED BOND BEAM DEPTH ,D. SOIL dTM ft—# LOAD dTM ft—# WATER DTM ft—# SOIL RM ft—# WATER RM ft—# NET Mom CASE I d1 SOIL CASE II d2 WATER VERTICAL STEEL fs p•s.i. fc p.s.i. vc p.s.i. 3'-0" 270 158 281 97 —44 331 21%" 3%" #3 0 12" 15684 461 16.9 3'-6" 429 294 446 106 —53 617 2%" 31h" #3 0 6" 15076 665 22.5 4'-6" 911 657 948 165 —69 1403 31%" 3% #3 0 4" 16396 753 24.3 5'-6" 1664 1145 1730 339 —19 2430 41%" 4" #3 0 3" 16594 780 25.7 6'-6" 2746 1611 2856 724 116 3637 51%" 5" add 2 #4 17780 800 27.2 7'-6" 4219 2155 4388 1529 430 4844 6 6" add 3 #4 15815 825 31.2 METHODOLOGY: 'X'= 1'-0" to 4'-11' 'X'= 5'-0" & OVER TOTAL HEIGHT 2'-6" MAX. RAISED BOND BEAM REQ'D TRANS. 2'-6" MAX. RAISED BOND BEAM (SURCHARGE LOADING BASED ON 60USSINESQ METHOD, MODIFIED BY TERZAGI FOR TYPICAL BUILDING/FOOTING, 1,500 P.S.F. BEARING PRESSURE). 7 = EQUIVALENT FLUID PRESSURE CASE II VERTICAL STEEL CAS E I 3.. DTM = 1/6 y H3 0 T = 1/6 y H3 + 2 [(P,A) WHERE y = 62.4 pcf WHERE y = so p.c.f. AND NET MOM = OTM + RESISTING MOMENT P, = 1/2(0, + dh, )(6 in) M(12 in/ft) Mt (12) „ 2'-0" fs = = r, = vertical distance from P to a depth. As j d As 0.887) d NET MOM = OTIM — RESISTING MOMENT M(2) 12 in/ft 3" 3" fr. — 2.—O.. RESISTING MOMENT: RESISTING MOMENT ABOUT POINT A RM = Wi di + W2d2 + ... Wndn 0 j khd2 _ Mt (2)(12) (0.887)(0.339)(12) d 2 < 1125 psi _ (1/2) y H2 (12 in/ft) j d y H2 (2)(12)(0.887) d [ 55 psi 1, = wt. f'c = 2,500 psi if segment Fs = 20,000 psi CASE II fc = 0.45 f'c = 1125 psi Vc = 1.1 qrf- c = 55 psi LOADING DIAGRAM I: H I W„ = wt. of segment CASE II C. F. THIS DETAIL IS DESIGNED QL OIL = RESULTANT FROM FOR EACH OF THE LOAD x TYPICAL FOOTING. CASES DEFINED BELOW. OL = 1500 PLF x H m= H n= H FORm>0.4 9L 1.28 men 'Th = H (m2+n2)2 x FOR m 0.4 _L .203 n CASE I h H(.16+n� } z 01�I = LATERAL LOAD ON POOL WALL FROM FOOTING SURCHARGE. I wkkl 219 TOP OF POOL WALL BASIC GRID #3 BARS 0 12'° Q.C. EAC H WAY. VERTICAL REINFORCEMENT AS SPECIFIED IN TABLE STARTS A DISTANCE 'D' OR 'H' DOWN FROM TOP OF POOL WALL. REINFORCEMENT OTHER THAN BASIC GRID NEED NOT EXTEND TO TCP OF POOL WALL. ADD BARS TO BE EQUALLY SPACED BETWEEN BASIC GRID. I4: T:'111I 1► 11► RETAIL WALL. t TABLE 571 2'-6" MAX. RAISED BOND BEAM 'X' = V-0' to 6'-11" 10'-0" or LESS FOOTING LOAD FROM BUILDING OR ALSO SEE PATIO STRUCTURE = 1,500 P.S.F. ALTERNATE CONDITION FROM ROOF RAFTER & FLOOR M ST SPANS OF UP TO 32'--0" TRIBUTARY TO FOOTING. COPING. �--- til=jil UNDISTURBED SOIL 1500 PSF MIN. ' STD BONA BEAM BEARING VALUE!' j MAY BE PLACED 0 TOP OF WALL or 0 WATERLINE. 12" VERTICAL STEEL. SEE TABLE 571. BEGINNING @ D =5 -on d % USE #3 BARS 0 12" O.C. BEGINNING 0 D = 6'-0" OR MORE USE #4 BARS 0 12" O.C. UNDISTURBED SOIL j 1500 PSF MIN. BEARING VALUE Ld DISTANCE TO DAYLIGHT — 'Q' 'Q' = h/6 (10'-0" MIN., 20'-0" MAX.) OR PER SOILS REPORT. IF 'Q` IS LESS THAN h/6 (10'-0" MIN.), CONTACT POOL ENGINEERING, INC. THIS DETAIL To BE USED WHEN FREESTANDING CONDITION IS REQUIRED IN CONJUNCTION NTH BUILDING/F0071NG SURCHARGE BOND BEAM PER STANDARD STRUCTURAL PLAN, DTL. #1 & #12 W/ (4) #4 BARS. TOP OF BOND BEAM (STANDARD WALL) - WATER LINE ¢ 3 HORIZONTAL STEEL #3 BARS 0 12" O.C. 7" TYP. THROUGHOUT. I O R-2 �� VERTICAL STEEL. SEE TABLE 571. d1 & d2 TO BE CHANGED UNIFORMLY. SEE TABLE 571. TABLE 571 NO RAISED BOND BEAM 'Q' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH. (SEE STANDARD STRUCTURAL PLAN, DETAIL #2) 'X'= 1'-0" to 4'-11' 'X'= 5'-0" & OVER TOTAL HEIGHT 2'-6" MAX. RAISED BOND BEAM REQ'D TRANS. 2'-6" MAX. RAISED BOND BEAM REQ'D TRANS. H d 1 d2 VERTICAL STEEL dl d2 VERTICAL STEEL O to 2,0„ 3.. 3" #3 0 12" 2'-O., 3" 3„ #3 0 12" 2'-01p 2'-B 3 3 #3 0 fi 2'-0" 3 3 „ 2'-0" 3'-0„ 3„ 3„ ,. 2'-O„ 317 3., #3 0 6„ 2'—O„ 3'-6" 3" 3" #3 ® 4„ 2.—O.. 3" 3.. ,. 2.-0.. 41-0" 31h„ 3., If 2'—Q„ 3" 3.. #3 0 4" 2'-0" " 41-6 31h" 3" #3 0 31, -O„ 20 417 3" „ 20-0„ 51_0" 41h" 3" „ 2._O.. 4" 3., #3 0 3" 2'-0" 5'-6" 41A" 3„ add 20 2'-5" 5" 3" IN2'-0" 2'-3" 51_0" 51h" 3„ _j J 3'-0" 5" 3" add 2 P 2'-10" 6'_6" 60'3" 5" add 3 ##4 3'-6- 6" 3" •• 3'-4" 7'-0„ 7" 3`1 , 4,-0" 7" 3" add 3 #4 3'-10„ 7'-6" 7" 3" add 2 #5 4'-3" 8" 3" •• 3'-11" 8'-0" 71A" 31h,1 4,_4„ 81 1, 3%" add 2 ;#5 3'-11„ 8'-6" 8" 4" add 3 #5 4'-4" 9" 4" " 1 3'-111 1_O" 81A11 41 ,1 u 4,_4„ g1 1, 4%" add 3 #5 3,_11„ 9'-6" 81h" 91 5 #5 (0 3i! 1 4._51 9Th" 53619 !} 3'-11.1 1O,_O„ g" 51h,1 �, 4,-5„ g1�(" 5161, 3'-11,1 10,_6„ 9"'6" 4,_5„11, 636'su SCALE: 3'-11.1 11'-O” Of , )1A" SHEET: 14'-5" 91A" 6161, 4,_O,. THIS DETAIL To BE USED WHEN FREESTANDING CONDITION IS REQUIRED IN CONJUNCTION NTH BUILDING/F0071NG SURCHARGE BOND BEAM PER STANDARD STRUCTURAL PLAN, DTL. #1 & #12 W/ (4) #4 BARS. TOP OF BOND BEAM (STANDARD WALL) - WATER LINE ¢ 3 HORIZONTAL STEEL #3 BARS 0 12" O.C. 7" TYP. THROUGHOUT. I O R-2 �� VERTICAL STEEL. SEE TABLE 571. d1 & d2 TO BE CHANGED UNIFORMLY. SEE TABLE 571. TABLE 571 NO RAISED BOND BEAM 'Q' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH. (SEE STANDARD STRUCTURAL PLAN, DETAIL #2) TOP OF BOND BEAM (WALL W/ R.B.B.) a� 4 La v HORIZ. STEEL ' #3 BARS 0 12" O.C. TYP. THROUGHOUT. SEE TABLE 571 TRANSITION WALL TO FLOOR STEEL & THICKNESS 2 w Q v �J= 'X'= V—O" to 4'-11" 'X'= 5'-0" & OVER POOL DEPTH NO RAISED BOND BEAMREfl'D TRANS. NO RAISED BOND BEAM REQ'D TRANS. O N 00 dl d2 VERTICAL STEEL dl d2 VERTICAL STEEL 0 to 2,0" 3„ 3" #3 0 12„ 2'-0- 3., 3„ #3 012" 2,— 0" 2,_6„ 3„ 3„ #3 0 6 2,_0" 3" 3,1 „ 2,_0„ 3'-0" 3" 3" 2'-O" 3" 3" #3 C 5" 2'-0" 31_6" 3„ 3„ #3 0 4., 2,_0.. 3„ 3„ 21_0" 4'- O„ 3„ 3„ M N 2'- O" 3„ 3" #3 0 4„ 2'-0" 4-6 31,h pp 319 #3 19 3pp 2-O 4 3 so2-0 V O 5'-01, 4" 3%" z_ 2,-O" 4%,1 3%" #3 0 319 21-0„ 5'-6" 41/2" 4" add 2 #4 2'-0" 5" 4" IN2'-0" J 6'-011 511 4 1, _j J 2,-a" 5%" 4%" add 2 y#4 21-0" 6,_6„ V7'-0" 51r(" 5" add 3 #4 21_0" 6„ 5" " 21_D„ 6" 5%11 LF 2'-0" 6" 6" add 3 #4 2'—O" 7P-6" ,1 " u , " ,! 11 n ,1 2' 8-O 6 6 2'-3n 6 791 2-0 8'-6" 6„ 7" ,. 12'-4- 6" 7,1 " 21_O„ TOP OF BOND BEAM (WALL W/ R.B.B.) a� 4 La v HORIZ. STEEL ' #3 BARS 0 12" O.C. TYP. THROUGHOUT. SEE TABLE 571 TRANSITION WALL TO FLOOR STEEL & THICKNESS 2 w Q v �J= FOR USE ONLY AT a 53804 Ross Ave 0 La Quinta CA 92253 w15 z ESS 1 w _ z '� Lo _j No 67 1 OC O p. 613012 Qz w om� * a �0!� `P C'IV l�. �� ~o OF ��4� ' ¢ d < CA zz CLCD Date: 5/1412021 21-08792 M FREESTAM70 LLa WITH BUILDING%FOCITING SURCHARGE M EQUIVALENT FLUID PRESSURE = 60 P.C.F. im (PLUS SURCHARGE) a SEE LOADING DIAGRAM En DETAIL #571 r N O � O O � O Ln CN O N 00 O _ I I 0 �W � Q w >r� T O O � UQMcvCD� O O O O O O LIJ U �ti J � w 0 = o CN<u- = M x W M N FOR USE ONLY AT a 53804 Ross Ave 0 La Quinta CA 92253 w15 z ESS 1 w _ z '� Lo _j No 67 1 OC O p. 613012 Qz w om� * a �0!� `P C'IV l�. �� ~o OF ��4� ' ¢ d < CA zz CLCD Date: 5/1412021 21-08792 M FREESTAM70 LLa WITH BUILDING%FOCITING SURCHARGE M EQUIVALENT FLUID PRESSURE = 60 P.C.F. im (PLUS SURCHARGE) a SEE LOADING DIAGRAM En DETAIL #571 r N O � O � O Ln CN O N 00 _ I I 0 �W � Q T O O � 0 0 O O O O O O LIJ U z w 0 W M N LLI N Q Q U N '� ) V O 0� z_ CD O 00 0 J Lo Q z Q J 0- _j J ~ � Q � J � Q U w 0 U) no. revisions date 0 0 0 0 0 SCALE: DWN BY: ZB DATE: 06-23-2021 SHEET: S-1.4 GEN EML NOTES; EXPANSION JOINT & SEALANT ° MIN. STRAIGHT OR ANGLED 1. LAP ALL STEEL 24" MIN. REQUIRED PER STD. POOL EXTERIOR POOL WALL. 6" TROUGH 12" UNLESS NOTED OTHERWISE. STRUCTURAL PLAN, DETAIL #8. EXTEND FINISH SURFACE 2. MAINTAIN 2 CLEARANCE MATERIAL 2" TO CONTAIN BETWEEN ALL PLUMBING & DECKING. x WATER LINE. SPLASH -OUT. � REINFORCING STEEL. POOL DECK SHALL NOT 3x (2) #3 BARS. WATER LINE. BE SUPPORTED BY TROUGH. CLR (2} #3 BARS HORIZ. HORIZONTAL. 1 3. FOR POOL WALL GUNITE #3 BAR 0 12" D.C. owE THICKNESS & STEEL VERTICAL & HORIZ. C-4 (2} #3 BARS REINFORCING, SEE STANDARD " " HORIZONTAL POOL STRUCTURAL PLAN. o w _ 6 X 6 TROUGH. 4. FINAL CONFIGURATION OF WEIR �- r (2} 3 HORIZ. BARS-_ r �`� W o r cD 2 1/2" CLR. O.C. �I - �- 3 CLR. - AS DIRECTED BY CONTRACTOR. • > oa a ❑ #3 BAR 012 O.C. UQNow pG PVC PIPE. VERTICAL & HORIZ. �J. GUTTER TROUGH TO BE a POOL AREA. WATERPROOFED. C� ❑ �' 7 a G. SPECIAL PRECAUTIONS MUST U -r #3 BAR 12 O.C. 4 BE TAKEN TO WATERPROOF J r _c `. c „ z �z'F,p- a� #3 BAR 0 12 O.C. — POOL AREA. cu Q lk I PENETRATIONS INTO TROUGH. o (a m J it LL BOND BEAM REINFORCING BOND BEAM REINFORCING a �] PER STD. POOL STRUCTURAL PER STD. POOL STRUCTURAL 1500 UNDfPLAN, DETAIL #•1 & #12. PLAN, DETAIL #1 & # 12. PSF MIN.D SOIL ��- BEARING VALUE --z.72" CLR. 40 2" CLR. 0 UNDISTURBED SOIL - C1. C 1500 PSF MIN. SEE GENERAL NOTES #3.— < SEE GENERAL NOTES #3. BEARING VALUE Q� 3" CLR. 3" CLR. D c3 TROUGH AT LEVEL EDGE A TROUGH AT TOP OF WEIR WALL B 2'-6" MIN. 2'-6" MAX. EXPANSION ,JOINT & SEALANT REQUIRED PER STD. POOL VARIES 6" VARIES 6" VARIES 6" STRUCTURAL PLAN, DETAIL #S. #3 12° O.C. DECKING. MIN. MIN. POOL DECK SHALL NOT BE SUPPORTED BY TROUGH. =AIV�QllE. ❑ FOR U S E ONLY AT o z d �,_,'_R 2" 5" CD 53804 Ross Ave V) zU CL ■ #4 12" O.C. (2) #3 HORIZ. BARS AT TOP. ` (2) #3 HORIZ. BARS AT TOP. LEVEL TOP OF GUTTER WALL WITH rIT WATER LINE. La Chu i nta CA 9� �3 w � 9 3" CLR. 2" CLR. GROUT & PLACE 15# FELT OR 4 MIL. r Z 0 VISQUEEN ON TOP OF GUTTER WALL.(2) #3 BARS E5S w 0 U RECTANGULAR TROUGH Q - HORIZONTAL z =D#3 BAR ®12° O.G. (2} #3 CONTINUOUS HORIZ. BARS. � = Y r �_ . — tA 4 . VERA CAL & HORIZ. 3„ C21 1 01uj � � w ~ p1PE J CLR. #3 BARS 0 12" O.C. m � O R V, GO �• \ z4 67 VERTICAL & HORIZ. N . 6 3012 � W C) Q POOL AREA. BOND BEAM REINFORCING P z m I7 PER STD. POOL STRUCTURAL 7� O in r PLAN. DETAIL #1 & 12. CL ts'�, C V 1 a #3 BAR 0 12" O.C. c POOL AREA. 9� �Q j � J Z BOND BEAM REINFORCING '� A r �� SAL IF z z I PER STD. POOL STRUCTURAL o cn UNDISTURBED SAIL SII PLAN, DETAIL #1 & #12. I L. Date: 5J14J2021 1500 PSF MIN. a L: BEARING VALUE— Z— UNDISTURBED SOIL 2'I_7 I SEE GENERAL NOTES #3. 1500 PSF MIN. SEE GENERAL BEARING VALUE -z NOTES #3. 3"CLR. 2" CLR. 3" CLR. 2" CLR. VANISHING OR ZERO EDGE TROUGH & OVERFLOW GUTTER DETAIL Q z �H AT ZERO EDGE C OVERFLOW GUTTER DETAIL #649 D N Ln N N O QN Z_� U 0) O W � Q J O O O O O (n O 7� Q O J � I 7' o Lu U z Lu O Lu Lo N LLJ N Q Q U N (j) O z O O 00 c� J Lo Q z Q J 0- cy) J Q J D Q U Lu 0 U) no. revisions date 0 0 0 0 SCALE: DWN BY: ZB DATE: 06-23-2021 SHEET: S-1.5 THIS PLAN IS INTENDED FOR THE STRUCTURAL DESIGN ONLY. THE POOL CONTRACTOR OR DESIGNER IS ADVISED TO REFER TO THE LATEST EDITION OF THE APSP BUILDERS MANUAL FOR PROPER VANISHING EDGE CONSTRUCTION TRADE PRACTICE, INCLUDING BUT NOT LIMITED TO CATCH POOL SIZING, CONFIGURATION AND DROP FROM MAIN POOL. V) W (2) #4 BARS. 6' 3'--0" MAX. 12" MIN. BASIN WIDTH I EQ. EARTH LEVEL MAY BE AT TOP OF WALL. R [I] w Jo " N r 2" CLR. NIS EQ. 11 #3 BARS 0 - 12" O.C. E.W. #4 BARS 0 6" O.C. VERTICAL. #3 BARS 0 — 12" O.C. HORIZ. #4 BARS 0 E}" O. C. ,,a' d1. 8" EMBEDMENT INTO POOL WALL,/ -I[ 3" CLR. 10 �TYP. W ,wo CL a cwlw m } mW W c Y Z 5 --Ln 0 O fm Er IL DISTANCE TO DAYLIGHT - 'Q' NOTE: HORIZ. BARS MAY BE OVER OR UNDER VERT. BARS, MAINTAIN SPECIFIED CLEARANCE TO VERT BARS. (4) #4 BARS AT TOP. I -J N J 2" CLR. - t FOR GUNITE THICKNESS & STEEL REINFORCING SEE TABLE 651. #3 BARS 0 12" O.C. HORIZ. TYP. w I o as o_ a z 4- N En w Q (2) #4 BARS. EARTH LEVEL MAY BE AT E TOP OF WALL. - f ! ! 4 w ac 6 cli W Q w 'Q' = h/6 (10'-0" MIH 20'-0" MAX) 0 N O' to 2'-6" OR PER SOILS REPORT. O r [� wL5 CONDITION C: 12" „ 4'-0" 12" " 4'-6. BASIN FLOOR ABOVE POOL FLOOR � Q f d d #3 0 3" NOTE: HORIZ. BARS MAY BE OVER OR UNDER VERT. BARS, MAINTAIN SPECIFIED CLEARANCE TO VERT BARS. (4) #4 BARS AT TOP. I -J N J 2" CLR. - t FOR GUNITE THICKNESS & STEEL REINFORCING SEE TABLE 651. #3 BARS 0 12" O.C. HORIZ. TYP. w I o as o_ a z 4- N En w Q (2) #4 BARS. EARTH LEVEL MAY BE AT E TOP OF WALL. - f ! ! 4 w ac 6 cli W Q w x t VERTICAL STEEL O' to 2'-6" in w Q #3 @ 12" _ [� wL5 #3 0 6 3'-6" 12" „ 4'-0" 12" " 4'-6. zmrio „ J w d d #3 0 3" 5.-6" a ,. -0" 61 1211 6" 3'-O" MAX. 01 12" MIN. BASIN WIDTH 1 cv U CLR. EQ. #3 BARS 12" O.C. E.W. #4 BARS 0 6- 0. C. "O.C. VERT. #3 BARS 0 — 12" D.C. HORIZ. ti #4 BARS 0 6" O.C. 8" EMBEDMENT INTO POOL WALL t/ 3" CLR. TYP. ZUNDISTURBED SOIL 1500 PSF MIN. BEARING Ll DISTANCE TO DAYLIGHT 'Q' = h/6 (10'-0" MIN, 2CY-0" MAX) OR PER SOILS REPORT. CONDITION B: r m BASIN FLOOR AT SAME ELEVATION AS POOL FLOOR I—t w� 1 24" M I N. LAP #4 BARS 0 12" O.C. EACH WAY IN KEY. Z" UNDISTURBED SOIL 15" 1500 PSF MIN. BEARING KEY WIDTH 7'-6" (4) #4 BARS AT TOP. -t 2" CLR. FOR GUNITE THICKNESS & STEEL REINFORCING SEE TABLE 651. '--#3 BARS 0 12" O.C. HORIZONTAL, TYP. ti 15" KEY WIDTH celw #3 BARS 0 12" O.C, E.W. IN POOL FLOOR. NOTES' 1. BASIN WALL & FLOOR DIMENSIONS SHALL NOT BE EXCEEDED. 2. ALL STEEL SHALL BE 3' CLR. FROM EARTH. ALL LAPS TO BE 24" MIN. 3. WEIR PITCH ANGLE MAY VARY IN DEGREE AND DIRECTION TO SUIT CONTRACTOR OR OWNER DESIGN INTENT. 4. KEYWAY MAY BE POURED—IN—PLACE PRIOR TO GUNITE (SHOTCRETE) APPLICATION OF POOL (I.E. COLD JOINT). EXPOSED SURFACE OF KEY SHOULD BE ROUGHENED TO A 1/4 - AMPLITUDE /4'AMPLITUDE FOR BONDING. 5. KEYWAY MAY BE OMMITED IF BOTTOM OF POOL EXCAVATION, EXCLUDING THE CANTILEVERED BASIN, MEETS OR EXCEEDS THE REQUIRED HORIZONTAL DISTANCE TO DAYLIGHT. 24" MIN. LAP #4 BARS 0 12" O.C. E.W. IN KEY. 4'-6" 6" NOTE HORIZ. BARS MAY BE OVER OR UNDER VERT. BARS, MAINTAIN SPECIFIED CLEARANCE TO VERT BARS. (2) #4 BARS. EARTH LEVEL MAY BE AT / EQ. TOP OF WALL. as � CC i 3'-0" MAX. 12" MIN. BASIN WIDTH (4) #4 BARS AT TOP. x N rj #3 BARS 0 - 12" O.C. E.W. C11 L7 t 2" CLR. #4 BARS 0 6n O.C. VERTICAL. #3 BARS 0 12" O.C. HORIZ. p W Q Lu I-- (a C,i-E i o Cr La a www Lu n °C z #4 BARS �zfmF 06" O.C. J'uj (n 0a © 8" EMBEDMENT o w Lj INTO POOL WALL 3" CLR. 4-LDISTANCE TO DAYLIGHT - 'Q' 15" "0' = h/6 (10'-0" MIN, 20'-0" MAX) KEY WIDTH OR PER SOILS REPORT. CONDMON A: BASIN FLOOR BELOW POOL FLOOR TABLE 651 'D' IS DISTANCE FROM TOP OF POOL WALL TYPICAL REBAR DOWNWARD. BEGIN SPECIFIED STEEL REINFORCING DIAGRAM & GUNITE THICKNESS AT INDICATED 'D'. SEE STANDARD STRUCTURAL PLAN, DETAIL #2} TOP OF Pnoi WAS f BASIC GRID #3 BARS 0 12" O.C. EACH WAY. SPECIFIED IN TABLE STARTS A DISTANCE 'D' OR 'H' DOWN FROM TOP OF POOL WALL. REINFORCEMENT OTHER THAN BASIC GRID NEED NOT EXTEND TO TOP OF POOL WALL. AQD BARS TO BE EQUALLY SPACED BETWEEN BASIC GRID. POOL DEPTH NO RAISED BOND BEAM x t VERTICAL STEEL O' to 2'-6" 12" #3 @ 12" 3'-0" 12" #3 0 6 3'-6" 12" „ 4'-0" 12" " 4'-6. 12" „ 5.-0" 12" #3 0 3" 5.-6" 12" ,. -0" 61 1211 , 6'-6" 12" IF 7,_O" 12" add (3) # 7,-6" 1211 Is $._0" 121p „ $,-6" 12„ , 2" CLR. — FOR GUNITE THICKNESS x 0 cn Q� z z 0 :z & STEEL REINFORCING x 0 z� O SEE TABLE 651. i g X m zz CL r�- "rT to — ` LLj I ai >ODrO o - 4 24" MIN. LAP = � < o m , �= cn0E� 1— i �Z-yr, J ai C -- u_� ZiT_UN61ST1JRBED SOIL 1500 PSF x 8 cr MIN. BEARING 3 Lc� -i N � m W a)^ 0 i #4 BARS 0 12" D.C. 0 - EACH WAY IN KEY. EACH FOR USE ONLY AT 53804 Ross Ave La Chu i nta CA 92253 Date: 5/1412021 21.08792 VANISHING EDGE WITH KEY c CANTILEVERED BASIN fa cn EQUIVALENT FLUID PRESSURE = 60 P.C.F. cm DETAIL ##65'I W Wcn N N 00 �! �wN OQ N �U s� 0 0 � r o u CD �.J (_0 0 o Ln Q `0 � � o c� uj U Z W 0 U) W N LLJ N Q Q U N �� v! 0 1- Z 1 O O 00 0 J LO Q Z Q J LOJ J Q U w W no. z� date 0 cn Q� z z 0 :z x 0 z� O V I w J p CD g X m zz CL VANISHING EDGE WITH KEY c CANTILEVERED BASIN fa cn EQUIVALENT FLUID PRESSURE = 60 P.C.F. cm DETAIL ##65'I W Wcn N N 00 �! �wN OQ N �U s� 0 0 � r o u CD �.J (_0 0 o Ln Q `0 � � o c� uj U Z W 0 U) W N LLJ N Q Q U N �� v! 0 1- Z 1 O O 00 0 J LO Q Z Q J LOJ J Q U w W no. revisions date 0 0 0 0 SCALE: DWN BY: ZB DATE: 06-23-2021 SHEET: S-1.6